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Civil Engineering | Dissertation

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Added on  2020-01-16

Civil Engineering | Dissertation

   Added on 2020-01-16

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Running Head: DISSERTATIONThe use of Ultra High Performance Concrete in the Field Construction [Name of the Writer][Name of Institution][Date]
Civil Engineering | Dissertation_1
AbstractThe performance of “Ultra High Performance Concrete (UHPH)” is often entails different particles such as sand, crushed quartz and other characteristics with water viability of ratio between 0.24 or higher. With few exceptions of mixing materials, the density of mechanics becomes maximized as it omits it from other mixing particles as well. The addition of steel with fibers, it raises the resilience of highly compressive and built strong relationship with tensile strengths. The utilization of bridge by using “UHPC”, the steel becomes stronger with addition of conventional bridge concrete system. However, “UHPC” has been designed by “Korean Institute of Civil Engineering and Building Technology (K-UHPC)”. Previously, this institution incorporates their business action in building bridges and suggested its name with “Hawkeye” in one the city called Lowa. This study illustrates the design and construction procedure with the inclusion of “Hawkeye Bridge” system used by USA in the construction of making bridges with technology such as “(K-UHPC)”. The design of this unique technological system is proximate with earlier designed “MIT” and later transferred it to the type of Hawkeye Bridge. This entire system of constructing bridges in developed and under developed parts of the world incorporates with utilization of local cement, sand and other muddy particles in order to developed bridges. Further, the transportation of bridge making material has been recorded as 17 miles from the actual constructing site in Buchanan country. The installation took one day to complete its process and available to be used in finished products of bridges. The aim of making this system of construction to minimize traffic disruption and other similar obstacles that arise in flow of traffic.
Civil Engineering | Dissertation_2
Table of ContentsIntroduction......................................................................................................................................1Purpose of the study.....................................................................................................................2Research objectives......................................................................................................................2Literature Review............................................................................................................................2Design of experiment.......................................................................................................................3Results and Discussions...................................................................................................................4Conclusion.......................................................................................................................................5References........................................................................................................................................6Appendices......................................................................................................................................7
Civil Engineering | Dissertation_3

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