Development of Construction industry
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CONSTRUCTION
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INTRODUCTION.
The development of the construction industry requires comprehensive industry data for
strategic and sustained development. The construction sector contributes to a huge percentage of
the national GDP due to government and private sector financial involvement in the development
of infrastructure, Boh & Šumiga (2008)..
The field work involved the observation and learning to establish qualitative and
quantitative information is the industry relating to technologies used, equipment, methodologies
and principles of safety involved during the construction process. A blend of these control
measures is the best condition in the workplace which also relies on the qualities of the ground
soil and material. In developed zones or street lanes, the excavation must be completely or
halfway supported or sheeted to prevent landslides because of machinery movement, pressure
from adjacent buildings and instability of the soil due to factors such as water content, type of
soil and depth and angles of the excavation.
The site selected was a construction site in the outskirts of the city involving major
excavation for a large building. The site is an area adjoining many building. Building and
construction industry is involved in many aspects of civil engineering.
The basic principles involved during the excavation include the use of steel sheets to
form interlocks that stabilize the ground, Peng & Wu (2008). These sheet create a barrier that
blocks the flow of soil created due to the instability of the ground during and after exaction. The
backfill material is transported away from the construction site because concrete would be used
to create the foundation.
In building and construction, different processes are applied during the process. The
process of construction begins with a geotechnical engineer analysing the safety and stability of
the soil to be excavated. Excavation of the ground soil is the second stage in the construction
process to form a strong foundation for the building bridge or roads.
In reference to Russell (2009), development laborers should be legitimately prepared and
taught on the undertaking or employment before working, which will help with counteracting
wounds and passing. There are numerous techniques for preparing development laborers. One
The development of the construction industry requires comprehensive industry data for
strategic and sustained development. The construction sector contributes to a huge percentage of
the national GDP due to government and private sector financial involvement in the development
of infrastructure, Boh & Šumiga (2008)..
The field work involved the observation and learning to establish qualitative and
quantitative information is the industry relating to technologies used, equipment, methodologies
and principles of safety involved during the construction process. A blend of these control
measures is the best condition in the workplace which also relies on the qualities of the ground
soil and material. In developed zones or street lanes, the excavation must be completely or
halfway supported or sheeted to prevent landslides because of machinery movement, pressure
from adjacent buildings and instability of the soil due to factors such as water content, type of
soil and depth and angles of the excavation.
The site selected was a construction site in the outskirts of the city involving major
excavation for a large building. The site is an area adjoining many building. Building and
construction industry is involved in many aspects of civil engineering.
The basic principles involved during the excavation include the use of steel sheets to
form interlocks that stabilize the ground, Peng & Wu (2008). These sheet create a barrier that
blocks the flow of soil created due to the instability of the ground during and after exaction. The
backfill material is transported away from the construction site because concrete would be used
to create the foundation.
In building and construction, different processes are applied during the process. The
process of construction begins with a geotechnical engineer analysing the safety and stability of
the soil to be excavated. Excavation of the ground soil is the second stage in the construction
process to form a strong foundation for the building bridge or roads.
In reference to Russell (2009), development laborers should be legitimately prepared and
taught on the undertaking or employment before working, which will help with counteracting
wounds and passing. There are numerous techniques for preparing development laborers. One
technique is training development site foremen to incorporate wellbeing in their day by day
verbal trades with specialists to decrease business related mischances.
Equipment are used during the construction process. During the excavation process,
studied in the field, earthmoving machinery such as tracked excavators, back hoes, bulldozers,
draglines, trenchers and hand tools such shovels and spades.
Sequence of work in construction site
Superstructure assembling
In this stage of the construction, the whole processes which are related to the collection
and assembly of the cores , the interlocking and the diagrids kicks off which putting the setting
out procedure into consideration. The assembly of all the materials which are related to the
construction of the of the building helps so much to the engineers and the builders during the
construction process to get everything in place during the process of excavation and laying
foundation of the building, Ali & Kamaruzzaman (2010).
The Hop ups also should be placed on the ground level that is very much stable especially
when it is getting to the level which is very high. The whole process of collection of materials for
the construction must be done in accordance with the procedure of material collection in the
construction industry.
Formwork and reinforcement Prefabrication
The prefabrication and the formwork of ring and the core must be present at this stage.
And prefabrication has to be kept in the timber so that the lifting process might be easier.
The utilization of the pre-assembled steel and the concrete segments in structures are the
most normally utilized construction type in structural and building designing where a specified
shape and part is ordinarily rehashed. It becomes so hard to create the formwork with the needed
shape and conveying wet cement to the site before it begins to set the exact time which is needed
for the administration, Singh et al (2010). Using solid zones in a plant carries the
reimbursements of having the ability to re-use molds and also the solid can be jointed on the spot
verbal trades with specialists to decrease business related mischances.
Equipment are used during the construction process. During the excavation process,
studied in the field, earthmoving machinery such as tracked excavators, back hoes, bulldozers,
draglines, trenchers and hand tools such shovels and spades.
Sequence of work in construction site
Superstructure assembling
In this stage of the construction, the whole processes which are related to the collection
and assembly of the cores , the interlocking and the diagrids kicks off which putting the setting
out procedure into consideration. The assembly of all the materials which are related to the
construction of the of the building helps so much to the engineers and the builders during the
construction process to get everything in place during the process of excavation and laying
foundation of the building, Ali & Kamaruzzaman (2010).
The Hop ups also should be placed on the ground level that is very much stable especially
when it is getting to the level which is very high. The whole process of collection of materials for
the construction must be done in accordance with the procedure of material collection in the
construction industry.
Formwork and reinforcement Prefabrication
The prefabrication and the formwork of ring and the core must be present at this stage.
And prefabrication has to be kept in the timber so that the lifting process might be easier.
The utilization of the pre-assembled steel and the concrete segments in structures are the
most normally utilized construction type in structural and building designing where a specified
shape and part is ordinarily rehashed. It becomes so hard to create the formwork with the needed
shape and conveying wet cement to the site before it begins to set the exact time which is needed
for the administration, Singh et al (2010). Using solid zones in a plant carries the
reimbursements of having the ability to re-use molds and also the solid can be jointed on the spot
without being transported to and directed wet on a congested development site. Pre-assembling
steel segments diminishes nearby cutting and welding costs and in addition the related perils.
Construction procedures are utilized as a part of the development of loft squares, and
lodging improvements with rehashed lodging units. The nature of pre-assembled lodging units
had expanded to the point that they may not be recognizable from generally manufactured units
to those that live in them. The strategy is likewise utilized as a part of office pieces, distribution
centers and processing plant structures. Pre-assembled steel and glass areas are generally utilized
for the outside of expansive structures
Setting out.
Setting out always took place in immediately constructors land on the construction site.
Despite the many methods of doing the set out, it is sometimes advisable to use the cable
avoidance tools in doing the setting out. For the case of the construction under consideration, the
interlocking were used for the setting out. This same interlocking are also used by the to prevent
the walls from collapsing during excavations process. This is because the area under construction
activity is limited and hence the use of interlocking will really help in the above process.
According to Zhang et al (2010). a building is set out keeping in mind the end goal to
precisely characterize the layout and width of the exhuming and to decide the middle line of the
proposed assembling dividers, with the goal that development as per the building experts
drawing plan can be move into the ground, this building procedure is gotten setting out of
building. The middle line strategy for setting out is for the most part favored and embraced
Setting out can be an exceptionally complex designing procedure yet with require
encounter its very simple. Experienced designer and surveyors are those associated with setting
out of structures, in huge ventures, administrations of land surveyors are required for more exact
exchange of levels and edges in setting out with the guide of a Theodolite to chose point around
the building territory
steel segments diminishes nearby cutting and welding costs and in addition the related perils.
Construction procedures are utilized as a part of the development of loft squares, and
lodging improvements with rehashed lodging units. The nature of pre-assembled lodging units
had expanded to the point that they may not be recognizable from generally manufactured units
to those that live in them. The strategy is likewise utilized as a part of office pieces, distribution
centers and processing plant structures. Pre-assembled steel and glass areas are generally utilized
for the outside of expansive structures
Setting out.
Setting out always took place in immediately constructors land on the construction site.
Despite the many methods of doing the set out, it is sometimes advisable to use the cable
avoidance tools in doing the setting out. For the case of the construction under consideration, the
interlocking were used for the setting out. This same interlocking are also used by the to prevent
the walls from collapsing during excavations process. This is because the area under construction
activity is limited and hence the use of interlocking will really help in the above process.
According to Zhang et al (2010). a building is set out keeping in mind the end goal to
precisely characterize the layout and width of the exhuming and to decide the middle line of the
proposed assembling dividers, with the goal that development as per the building experts
drawing plan can be move into the ground, this building procedure is gotten setting out of
building. The middle line strategy for setting out is for the most part favored and embraced
Setting out can be an exceptionally complex designing procedure yet with require
encounter its very simple. Experienced designer and surveyors are those associated with setting
out of structures, in huge ventures, administrations of land surveyors are required for more exact
exchange of levels and edges in setting out with the guide of a Theodolite to chose point around
the building territory
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Excavation
In order to lay out foundation for the construction, excavation is very much necessary.
The region for the construction which is interlocked with interlocking was excavated keeping
tract of the region under which the process is taking place. For this case the Banksman are were
required in order to flag the excavator agents for the same purpose.
For the disposal of the excavated material which is majorly soil, this must was put more
than a meter away from the excavated region. Though since the region was so much limited, the
excavated materials were carried away far away from the region where the construction was
being done. All precautionary measures which are supposed to be taken while excavating were
all observed, some of the measures included cautioning signs were put all over with reflective
signs showing that excavation is taking place in that place. partition hindrances, and cautioning
signs. The interlocking was also used to block people from entering the area where the process of
excavation is taking place, Abd El-Razek et al()2008.
In order to prevent and avoid over excavation, the level under which excavation was
taking place was being checked upon time to time. This was also helpful so the process does not
go further past the measured level. Just after the level of excavation was reached, the ground was
leveled in order to be equal from all corners of the region.
Excavation process
According to Fugar & Agyakwah-Baah (2010). Excavation s the process that involves,
uncovering, removal and unearthing of the ground soils and materials using the explosives, and
other gadgets. This includes the following, the trenching , the earthworks, the divider shafts and
burrowing process. The process of excavation contains the following critical areas, this are;
investigations, mining , ecological reconstruction, and development. Among the above areas, the
development is the most critical area of excavation. The excavation is taken as the part of
development process of both buildings and also the streets. As part of excavation, the processes
involved in this includes trenching, digging, burrowing and also site advancements. Each and
every process in excavation demands plans, hardware equipment and manpower too
In order to lay out foundation for the construction, excavation is very much necessary.
The region for the construction which is interlocked with interlocking was excavated keeping
tract of the region under which the process is taking place. For this case the Banksman are were
required in order to flag the excavator agents for the same purpose.
For the disposal of the excavated material which is majorly soil, this must was put more
than a meter away from the excavated region. Though since the region was so much limited, the
excavated materials were carried away far away from the region where the construction was
being done. All precautionary measures which are supposed to be taken while excavating were
all observed, some of the measures included cautioning signs were put all over with reflective
signs showing that excavation is taking place in that place. partition hindrances, and cautioning
signs. The interlocking was also used to block people from entering the area where the process of
excavation is taking place, Abd El-Razek et al()2008.
In order to prevent and avoid over excavation, the level under which excavation was
taking place was being checked upon time to time. This was also helpful so the process does not
go further past the measured level. Just after the level of excavation was reached, the ground was
leveled in order to be equal from all corners of the region.
Excavation process
According to Fugar & Agyakwah-Baah (2010). Excavation s the process that involves,
uncovering, removal and unearthing of the ground soils and materials using the explosives, and
other gadgets. This includes the following, the trenching , the earthworks, the divider shafts and
burrowing process. The process of excavation contains the following critical areas, this are;
investigations, mining , ecological reconstruction, and development. Among the above areas, the
development is the most critical area of excavation. The excavation is taken as the part of
development process of both buildings and also the streets. As part of excavation, the processes
involved in this includes trenching, digging, burrowing and also site advancements. Each and
every process in excavation demands plans, hardware equipment and manpower too
How excavation is performed
Earlier to the uncovering procedure can begin, the construction site has to be analyzed
precisely to make sure that the common natural surroundings and curios encircling it are driven
forward all through the removal. Then, the strategies for the extent and perspicacity of the
location are the created and the unearthing organization influences illustrations from them to
unmistakably stamp the removal to site's limits. After these two important advances have been
taken, the exhuming work can start.
Who performs excavation
Developing excavation requires ability, involvement and close meticulousness since it
controls extensive edifices and creates the formation for the complete undertaking. Considerable
mechanical short-term employees makes us of the propelled methods, devices and
overwhelming hardware to ensure that the activity is done well. Enlisting an overwhelming
modern temporary worker to finish vast unearthing ventures will yield the best outcomes. Kick
your undertaking off by investigating the substantial modern temporary workers that
administration your territory. You will need to observe their notorieties and qualities on security
to limit your rundown to the best in the business. You can discover this data by directing a
speedy Google seek, making an inquiry or two in the development business and additionally
inspecting their sites. Choosing an overwhelming mechanical temporary worker who esteems
wellbeing, is known for quality effort and has engrossment in the excavation growth will
produce the greatest results for your considerable amputation undertaking, Seppänen (2009)..
Hard-core and Blinding
The hard core was used for the ring beam in the construction site, the foundation too was
filled with the thick materials which was about 400mm after which it is compacted. The top part
of the hard core is then filled with thin layer of the concrete approximately 50mm high. This thin
layer of concrete is then what is referred to as blinding.
Before the oversite concrete is laid it is common to daze the best surface of the bad-to-
the-bone. The reason for this is to keep the wet solid running down between the chunks of
Earlier to the uncovering procedure can begin, the construction site has to be analyzed
precisely to make sure that the common natural surroundings and curios encircling it are driven
forward all through the removal. Then, the strategies for the extent and perspicacity of the
location are the created and the unearthing organization influences illustrations from them to
unmistakably stamp the removal to site's limits. After these two important advances have been
taken, the exhuming work can start.
Who performs excavation
Developing excavation requires ability, involvement and close meticulousness since it
controls extensive edifices and creates the formation for the complete undertaking. Considerable
mechanical short-term employees makes us of the propelled methods, devices and
overwhelming hardware to ensure that the activity is done well. Enlisting an overwhelming
modern temporary worker to finish vast unearthing ventures will yield the best outcomes. Kick
your undertaking off by investigating the substantial modern temporary workers that
administration your territory. You will need to observe their notorieties and qualities on security
to limit your rundown to the best in the business. You can discover this data by directing a
speedy Google seek, making an inquiry or two in the development business and additionally
inspecting their sites. Choosing an overwhelming mechanical temporary worker who esteems
wellbeing, is known for quality effort and has engrossment in the excavation growth will
produce the greatest results for your considerable amputation undertaking, Seppänen (2009)..
Hard-core and Blinding
The hard core was used for the ring beam in the construction site, the foundation too was
filled with the thick materials which was about 400mm after which it is compacted. The top part
of the hard core is then filled with thin layer of the concrete approximately 50mm high. This thin
layer of concrete is then what is referred to as blinding.
Before the oversite concrete is laid it is common to daze the best surface of the bad-to-
the-bone. The reason for this is to keep the wet solid running down between the chunks of
broken block or stone, as this would make it less demanding for water to leak up through the
bad-to-the-bone and would be inefficient of cement. To visually impaired, or seal, the best
surface of the bad-to-the-bone a thin layer of exceptionally dry coarse cement can be spread over
it, or a thin layer of coarse clinker or cinder can be utilized, This blinding layer, or coat, will be
around 50 mm thick, and on it the site concrete is spread and completed with a genuine level best
surface. Indeed, even with a decent in-your-face bed underneath the site concrete a thick hard
floor complete, for example, tiles, might be somewhat clammy in winter and will be frosty
underneath. To decrease the coldness experienced with some strong ground floor completes it is
great practice to shape a constant soggy verification layer in the site concrete.
Placing formwork & Pouring concrete.
Under this stage of the construction on the site, the foundation ring and the core was
further marked just after the binding has been cured. The support of the ring beam and the core
was also placed of the layout which had been marked before. The formwork which is supported
was then arranged around the central core temporarily. It was necessary for the ring beam inner
shuttering to be arranged according to the early drawings. This was further followed by keeping
the outer shuttering.
The jet washer was also used to clear the area where construction has to take place, then
after this, the concrete was then poured inside the layers of the ring and the core too. For the
purposes of compaction, the layers were compacted together using the vibrating pokers which is
a machine used in compacting two layers together in construction sites.
Removing formwork
After the formwork was ready for removal, this was carefully done and the de-nailing of
the concrete too pace after the curing of the formwork in order to keep off the accidents that
might cause the same. The expulsion of cement formwork can also be referred as stripping or
rather striking process of the formwork which is ought to be performed immediately after the
bad-to-the-bone and would be inefficient of cement. To visually impaired, or seal, the best
surface of the bad-to-the-bone a thin layer of exceptionally dry coarse cement can be spread over
it, or a thin layer of coarse clinker or cinder can be utilized, This blinding layer, or coat, will be
around 50 mm thick, and on it the site concrete is spread and completed with a genuine level best
surface. Indeed, even with a decent in-your-face bed underneath the site concrete a thick hard
floor complete, for example, tiles, might be somewhat clammy in winter and will be frosty
underneath. To decrease the coldness experienced with some strong ground floor completes it is
great practice to shape a constant soggy verification layer in the site concrete.
Placing formwork & Pouring concrete.
Under this stage of the construction on the site, the foundation ring and the core was
further marked just after the binding has been cured. The support of the ring beam and the core
was also placed of the layout which had been marked before. The formwork which is supported
was then arranged around the central core temporarily. It was necessary for the ring beam inner
shuttering to be arranged according to the early drawings. This was further followed by keeping
the outer shuttering.
The jet washer was also used to clear the area where construction has to take place, then
after this, the concrete was then poured inside the layers of the ring and the core too. For the
purposes of compaction, the layers were compacted together using the vibrating pokers which is
a machine used in compacting two layers together in construction sites.
Removing formwork
After the formwork was ready for removal, this was carefully done and the de-nailing of
the concrete too pace after the curing of the formwork in order to keep off the accidents that
might cause the same. The expulsion of cement formwork can also be referred as stripping or
rather striking process of the formwork which is ought to be performed immediately after the
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adequate increase in quality of the concrete, when the formwork is removed, no less than twice
the apprehension that the solid will be passed through. It is also very much important to make
sure that the soundness of the rest of the formwork after the expulsion of the formwork.
Concrete Formwork Removal Time
The actual rate at which the cement can solidify and its quality is reliable to the
temperatures and also the influence under which removal time of the formwork is influenced.
Taking the example, the time which is required for the removal of the cement in the season of
winter will actually be more than the time of the summer.
A special consideration should be preferred at the removal time. Some of the examples
includes the chunks and the pillars. As these individuals are endangered to self-stack and in
addition animate capacity notwithstanding amid development, they might divert if at all the
quality picked up isn't sufficient to deal with to weights.
In order to do the evaluation of the cement just before he removal exercise, the 3D solid
shapes tests and the barrels are supposed to be done. The barrels and the 3D solid squares are
supposed to be set out just from the blends which cannot be distinguished from the barrels of the
basic persons which are cured under the conditions which are the same in both dampness and the
temperature too as that of basic part, Sweis et al (2014).
After an assurance that the basic tested solid has increased in the quality hence can
withstand the pressure for the stack, the formworks therefore are supposed to be removed. On the
off chance that conceivable, the formworks therefore must be left for quite sometimes since it
helps in the curing process.
Splits development because of warm compression of cement just after the process of
striking the formwork. On the off chance that their exists is a serious risk of the harms as above ,
it is smarter for deferment of the expulsion moment of the formwork. Again, on the off chance
the formwork need to be evacuated for streamlining the solid development exercises, at that
point these structures must be protected well to anticipate such harms.
Backfilling
The trench that was around the ring beam was to be backfilled which the excavated
materials. The pebbles and the vegetation which are around were removed, this is in order to give
the apprehension that the solid will be passed through. It is also very much important to make
sure that the soundness of the rest of the formwork after the expulsion of the formwork.
Concrete Formwork Removal Time
The actual rate at which the cement can solidify and its quality is reliable to the
temperatures and also the influence under which removal time of the formwork is influenced.
Taking the example, the time which is required for the removal of the cement in the season of
winter will actually be more than the time of the summer.
A special consideration should be preferred at the removal time. Some of the examples
includes the chunks and the pillars. As these individuals are endangered to self-stack and in
addition animate capacity notwithstanding amid development, they might divert if at all the
quality picked up isn't sufficient to deal with to weights.
In order to do the evaluation of the cement just before he removal exercise, the 3D solid
shapes tests and the barrels are supposed to be done. The barrels and the 3D solid squares are
supposed to be set out just from the blends which cannot be distinguished from the barrels of the
basic persons which are cured under the conditions which are the same in both dampness and the
temperature too as that of basic part, Sweis et al (2014).
After an assurance that the basic tested solid has increased in the quality hence can
withstand the pressure for the stack, the formworks therefore are supposed to be removed. On the
off chance that conceivable, the formworks therefore must be left for quite sometimes since it
helps in the curing process.
Splits development because of warm compression of cement just after the process of
striking the formwork. On the off chance that their exists is a serious risk of the harms as above ,
it is smarter for deferment of the expulsion moment of the formwork. Again, on the off chance
the formwork need to be evacuated for streamlining the solid development exercises, at that
point these structures must be protected well to anticipate such harms.
Backfilling
The trench that was around the ring beam was to be backfilled which the excavated
materials. The pebbles and the vegetation which are around were removed, this is in order to give
out space for backfilling process to take place. The materials which are backfilled were then
compacted together in to the stage that is standardized.
Backfilling is the process that involved returning the excavated material into the trench
just after the excavation process is done. The overall process of backfilling needs expertise and
training of the whole process, which involves the contracting and also getting to understand how
the soil or material conditions are. The process of backfilling is considered as the pasrt of
construction process which includes, establishment, securing, filling and arranging of potholes
on the structures which are underground. Muhwezi, Acai & Otim (2014)..
Effects of stacking of the shafts ,pipeline, appurtenances and structures has to be
avoided from amid the position of inlay. Refilling should be possible utilizing the accompanying
methods.
Refilling with stream enables the temporary worker to leave the trench and return later
constraining pressurized water into the trench utilizing a long metal gadget. Water flying ought
to be maintained a strategic distance from on plastic soils or overwhelming earth soils, in any
case, it is prescribed in sand or in exceedingly fissured bedrock. In flying, you direct the water
under strain and utilize the power of the streamed water to move the bedding or inlay material
around.
Similarly as with any inlaying, material ought to be put gradually and in lifts. Flooding or
'streaming' inlay by and large delivers poor to exceptionally poor compaction. It is important to
take preventive measures to contain water containing dregs, and specifically, counteract it
entering channels and water courses, all as per EPA Guidelines. In the event that the water can't
deplete from the refill soils, the material will be setup for future fall. This particular material is
then compacted making use of some mechanical means, for example, a compactor on an
excavator or a "bouncing jack" which is a type of a compactor. Smaller soils to at least the rates
of greatest dry thickness. The dirt lift will rely on the idea of the inlay, and the compaction gear
to be utilized. Water might be included amid the compaction procedure, to help with compaction.
Risks in construction and their mitigation.
compacted together in to the stage that is standardized.
Backfilling is the process that involved returning the excavated material into the trench
just after the excavation process is done. The overall process of backfilling needs expertise and
training of the whole process, which involves the contracting and also getting to understand how
the soil or material conditions are. The process of backfilling is considered as the pasrt of
construction process which includes, establishment, securing, filling and arranging of potholes
on the structures which are underground. Muhwezi, Acai & Otim (2014)..
Effects of stacking of the shafts ,pipeline, appurtenances and structures has to be
avoided from amid the position of inlay. Refilling should be possible utilizing the accompanying
methods.
Refilling with stream enables the temporary worker to leave the trench and return later
constraining pressurized water into the trench utilizing a long metal gadget. Water flying ought
to be maintained a strategic distance from on plastic soils or overwhelming earth soils, in any
case, it is prescribed in sand or in exceedingly fissured bedrock. In flying, you direct the water
under strain and utilize the power of the streamed water to move the bedding or inlay material
around.
Similarly as with any inlaying, material ought to be put gradually and in lifts. Flooding or
'streaming' inlay by and large delivers poor to exceptionally poor compaction. It is important to
take preventive measures to contain water containing dregs, and specifically, counteract it
entering channels and water courses, all as per EPA Guidelines. In the event that the water can't
deplete from the refill soils, the material will be setup for future fall. This particular material is
then compacted making use of some mechanical means, for example, a compactor on an
excavator or a "bouncing jack" which is a type of a compactor. Smaller soils to at least the rates
of greatest dry thickness. The dirt lift will rely on the idea of the inlay, and the compaction gear
to be utilized. Water might be included amid the compaction procedure, to help with compaction.
Risks in construction and their mitigation.
Accidents occur during the process of construction. Many of the accidents occurring in the
construction industry are during excavation process. There risks include:
1. Falls.
Construction industry requires human efforts and labour for a smooth success. However, the
people working at the construction sites are exposed to risks of falling off high places or building
material falling on them and therefore the workers end-up sustaining injuries and death. The
mitigations involved in the construction industry to avoid falls as safety hazards to the
individuals working in the site or by-standers are;
I. Substantial barriers are installed around edges of trenches, holes and cavities to prevent
people from falling into them.
II. Support and use of controlled safety belts for workers at great heights who are at
increased risk of falls.
III. Use of temporary work platforms.
2. Collapse of the excavated sides and landslides.
Excavation causes the surrounding soils to become unstable. This instability causes the
shifting of ground matter such as soil and their collapse into the excavation. Ground collapse
occurs suddenly and thus allow no time for escape manoeuvres for the workers.
This risk is mitigated through;
Adherence to the safety principles of excavation that are recommended from the
geoengineers report on soil stability of the area such as water content, type of the soil and
slopping of the area.
The excavation slopes are benched and battered at safe angles. Benching ensures stability
through reduction of the excavation wall heights and therefore offering more stability. The steps
constructed during the excavation process allow soil strength to be retained. Battering involves
the excavation of the wall to a predetermined angle to maintain stability. Both these techniques
are employed for more stability.
construction industry are during excavation process. There risks include:
1. Falls.
Construction industry requires human efforts and labour for a smooth success. However, the
people working at the construction sites are exposed to risks of falling off high places or building
material falling on them and therefore the workers end-up sustaining injuries and death. The
mitigations involved in the construction industry to avoid falls as safety hazards to the
individuals working in the site or by-standers are;
I. Substantial barriers are installed around edges of trenches, holes and cavities to prevent
people from falling into them.
II. Support and use of controlled safety belts for workers at great heights who are at
increased risk of falls.
III. Use of temporary work platforms.
2. Collapse of the excavated sides and landslides.
Excavation causes the surrounding soils to become unstable. This instability causes the
shifting of ground matter such as soil and their collapse into the excavation. Ground collapse
occurs suddenly and thus allow no time for escape manoeuvres for the workers.
This risk is mitigated through;
Adherence to the safety principles of excavation that are recommended from the
geoengineers report on soil stability of the area such as water content, type of the soil and
slopping of the area.
The excavation slopes are benched and battered at safe angles. Benching ensures stability
through reduction of the excavation wall heights and therefore offering more stability. The steps
constructed during the excavation process allow soil strength to be retained. Battering involves
the excavation of the wall to a predetermined angle to maintain stability. Both these techniques
are employed for more stability.
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Steel sheet pilling are also installed prior to the excavation process to maintain the stability of
the ground. This technique employs the use of light and heavy duty interlocking sheets of steel to
reinforce the walls of the excavation.
3. Vehicle and machine accidents;
The processes of building and construction involves the use of a lot of heavy equipment to
drill, excavate and transfer loads. The utilization of such equipment exposes the workers to
safety threats that require precautions. Engine vehicle crashes are another significant wellbeing
danger on development destinations. It is imperative to be careful while working engine vehicles
or hardware on the site. An engine vehicle ought to have an administration stopping mechanism,
crisis slowing mechanism, and a stopping slowing mechanism. All vehicles must be outfitted
with a capable of being heard cautioning framework if the administrator utilizes it. Vehicles must
have windows and entryways, control windshield wipers, and an unmistakable perspective of site
from the back window. All workers ought to be appropriately prepared before utilizing engine
vehicles and hardware. The accidents include crashes and collisions.
These risks are reduced through:
I. Strict supervision and good communication among the workers in the construction site.
II. Safe access for use of the construction equipment in form of temporary roads and
pathways.
III. Operation of excavation equipment away from the edges of the excavation and ensuring a
safety distance away from other workers and machinery.
4. Damage to pre-existing services such cables, gas pipes and water and sewerage systems.
In construction operations involving penetrating the ground level, buried services are
assumed to be present unless proven otherwise. The damage to these services causes widespread
environmental and community destruction in cases of explosions and fires, floods and power
losses.
the ground. This technique employs the use of light and heavy duty interlocking sheets of steel to
reinforce the walls of the excavation.
3. Vehicle and machine accidents;
The processes of building and construction involves the use of a lot of heavy equipment to
drill, excavate and transfer loads. The utilization of such equipment exposes the workers to
safety threats that require precautions. Engine vehicle crashes are another significant wellbeing
danger on development destinations. It is imperative to be careful while working engine vehicles
or hardware on the site. An engine vehicle ought to have an administration stopping mechanism,
crisis slowing mechanism, and a stopping slowing mechanism. All vehicles must be outfitted
with a capable of being heard cautioning framework if the administrator utilizes it. Vehicles must
have windows and entryways, control windshield wipers, and an unmistakable perspective of site
from the back window. All workers ought to be appropriately prepared before utilizing engine
vehicles and hardware. The accidents include crashes and collisions.
These risks are reduced through:
I. Strict supervision and good communication among the workers in the construction site.
II. Safe access for use of the construction equipment in form of temporary roads and
pathways.
III. Operation of excavation equipment away from the edges of the excavation and ensuring a
safety distance away from other workers and machinery.
4. Damage to pre-existing services such cables, gas pipes and water and sewerage systems.
In construction operations involving penetrating the ground level, buried services are
assumed to be present unless proven otherwise. The damage to these services causes widespread
environmental and community destruction in cases of explosions and fires, floods and power
losses.
Precautions taken to reduce such accidents include;
i. Strict observation of the elements of construction, that is planning of the work, cable and
pipe locations and safe digging processes.
ii. Proper training of the workers before the commencement of the building process and
supplement the training with onsite supervision.
iii. Use of cable and pipes detectors and locating devices that employ different techniques to
detect and report underground services such as cables and pipes.
iv. Use of safe digging processes such as use of digging tools and high velocity water and air
jets to remove excavated material.
5. Noise pollution;
The construction industry produces a lot of noise from the machines and equipment used in
the different processes. Continuous exposure may result in hearing problems and losses.
i. The employees are advised to use ear plugs to control the amount of noise.
ii. The project management are encouraged to utilize new technology systems that minimize
noise emission.
Conclusion
The construction of any building by using the construction industries must take the above
procedure for the whole process of construction to be successful. Those process and the
procedure might vary in accordance with the location of the site where construction has to take
place. Though this process was only up to the backfilling process, it is really good for the whole
process to be followed in accordance with the set out conditions. The process of excavation is so
much risky since some situations where the walls of the excavated region might fall hence
causing injuries to the engineers who are responsible for the process, Lai et al (2008).
It is recommended that the site precautionary measures must be taken to avoid future
injuries and deaths. The use of the interlocking must be applied in order to prevent the walls to
fall in any case it happens.
i. Strict observation of the elements of construction, that is planning of the work, cable and
pipe locations and safe digging processes.
ii. Proper training of the workers before the commencement of the building process and
supplement the training with onsite supervision.
iii. Use of cable and pipes detectors and locating devices that employ different techniques to
detect and report underground services such as cables and pipes.
iv. Use of safe digging processes such as use of digging tools and high velocity water and air
jets to remove excavated material.
5. Noise pollution;
The construction industry produces a lot of noise from the machines and equipment used in
the different processes. Continuous exposure may result in hearing problems and losses.
i. The employees are advised to use ear plugs to control the amount of noise.
ii. The project management are encouraged to utilize new technology systems that minimize
noise emission.
Conclusion
The construction of any building by using the construction industries must take the above
procedure for the whole process of construction to be successful. Those process and the
procedure might vary in accordance with the location of the site where construction has to take
place. Though this process was only up to the backfilling process, it is really good for the whole
process to be followed in accordance with the set out conditions. The process of excavation is so
much risky since some situations where the walls of the excavated region might fall hence
causing injuries to the engineers who are responsible for the process, Lai et al (2008).
It is recommended that the site precautionary measures must be taken to avoid future
injuries and deaths. The use of the interlocking must be applied in order to prevent the walls to
fall in any case it happens.
References
Boh, B., & Šumiga, B. (2008). Microencapsulation technology and its applications in
building construction materials Tehnologija mikrokapsuliranja in njena uporaba v gradbenih
materialih. RMZ–Materials and Geoenvironment, 55(3), 329-344.
Peng, C., & Wu, Z. (2008). In situ measuring and evaluating the thermal resistance of
building construction. Energy and Buildings, 40(11), 2076-2082.
Russell, A., Staub-French, S., Tran, N., & Wong, W. (2009). Visualizing high-rise
building construction strategies using linear scheduling and 4D CAD. Automation in
Construction, 18(2), 219-236.
Lai, Y. T., Wang, W. C., & Wang, H. H. (2008). AHP-and simulation-based budget
determination procedure for public building construction projects. Automation in
Construction, 17(5), 623-632.
Ali, A. S., & Kamaruzzaman, S. N. (2010). Cost performance for building construction
projects in Klang valley. Journal of Building Performance, 1(1).
Singh, A., Berghorn, G., Joshi, S., & Syal, M. (2010). Review of life-cycle assessment
applications in building construction. Journal of Architectural Engineering, 17(1), 15-23.
Zhang, X., Shen, L., & Zhang, L. (2010). Life cycle assessment of the air emissions
during building construction process: A case study in Hong Kong. Renewable and Sustainable
Energy Reviews, 17, 160-169.
Abd El-Razek, M. E., Bassioni, H. A., & Mobarak, A. M. (2008). Causes of delay in
building construction projects in Egypt. Journal of construction engineering and
management, 134(11), 831-841.
Fugar, F. D., & Agyakwah-Baah, A. B. (2010). Delays in building construction projects
in Ghana. Construction Economics and Building, 10(1-2), 103-116.
Boh, B., & Šumiga, B. (2008). Microencapsulation technology and its applications in
building construction materials Tehnologija mikrokapsuliranja in njena uporaba v gradbenih
materialih. RMZ–Materials and Geoenvironment, 55(3), 329-344.
Peng, C., & Wu, Z. (2008). In situ measuring and evaluating the thermal resistance of
building construction. Energy and Buildings, 40(11), 2076-2082.
Russell, A., Staub-French, S., Tran, N., & Wong, W. (2009). Visualizing high-rise
building construction strategies using linear scheduling and 4D CAD. Automation in
Construction, 18(2), 219-236.
Lai, Y. T., Wang, W. C., & Wang, H. H. (2008). AHP-and simulation-based budget
determination procedure for public building construction projects. Automation in
Construction, 17(5), 623-632.
Ali, A. S., & Kamaruzzaman, S. N. (2010). Cost performance for building construction
projects in Klang valley. Journal of Building Performance, 1(1).
Singh, A., Berghorn, G., Joshi, S., & Syal, M. (2010). Review of life-cycle assessment
applications in building construction. Journal of Architectural Engineering, 17(1), 15-23.
Zhang, X., Shen, L., & Zhang, L. (2010). Life cycle assessment of the air emissions
during building construction process: A case study in Hong Kong. Renewable and Sustainable
Energy Reviews, 17, 160-169.
Abd El-Razek, M. E., Bassioni, H. A., & Mobarak, A. M. (2008). Causes of delay in
building construction projects in Egypt. Journal of construction engineering and
management, 134(11), 831-841.
Fugar, F. D., & Agyakwah-Baah, A. B. (2010). Delays in building construction projects
in Ghana. Construction Economics and Building, 10(1-2), 103-116.
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Muhwezi, L., Acai, J., & Otim, G. (2014). An assessment of the factors causing delays on
building construction projects in Uganda. International Journal of Construction Engineering
and Management, 3(1), 13-23.
Sweis, G., Sweis, R., Hammad, A. A., & Shboul, A. (2008). Delays in construction
projects: The case of Jordan. International Journal of Project Management, 26(6), 665-674.
Seppänen, O. (2009). Empirical research on the success of production control in building
construction projects. A PhD thesis, Department of Structural Engineering and Building
Technology, Helsinki University of Technology, Finland.
building construction projects in Uganda. International Journal of Construction Engineering
and Management, 3(1), 13-23.
Sweis, G., Sweis, R., Hammad, A. A., & Shboul, A. (2008). Delays in construction
projects: The case of Jordan. International Journal of Project Management, 26(6), 665-674.
Seppänen, O. (2009). Empirical research on the success of production control in building
construction projects. A PhD thesis, Department of Structural Engineering and Building
Technology, Helsinki University of Technology, Finland.
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