Research on the Risk of Deep Foundation Excavation Engineering Management Based on RBS and AHP

Qi Kang Hong; Jian Bo Wang; Juan Ge; Peng Chen

doi:10.4028/www.scientific.net/AMM.438-439.1010

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439Research on the Risk of Deep Foundation Excavation...

Research on the Risk of Deep Foundation Excavation Engineering Management Based on RBS and AHP

Abstract:

As the rapid growth of national economy and further development of city construction, the exploitation of high-rise buildings and underground buildings is augmenting gradually, and leading to more and more deep foundation excavation that embrace difficult design, complicated construction technology, vulnerability to circumstance and other complex characteristics. A lot of accidents happen to deep foundation excavation in China every year, which severely affected our daily life and brought great losses to the corporations. Therefore, it is necessary to carry out effective risk management on the deep foundation excavation based on on-site surveys. This paper ascertains the main risks by the way of RBS, and with the help of adjudication by the experts and AHP methods, calculates the weights and makes sequence, then determines different corresponding risks followed by strategies put forward, so as to lay foundation for risk management in the construction corporation to effectively reduce the risk possibility and losses.

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Periodical:

Applied Mechanics and Materials (Volumes 438-439)

Pages:

1010-1014

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.1010

Citation:

Cite this paper

Online since:

October 2013

Authors:

Qi Kang Hong, Jian Bo Wang, Juan Ge, Peng Chen

Keywords:

Analysis Hierarchy Process (AHP), Deep Foundation Excavation, RBS, Risk Management (RM)

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References

[1] Z. Yang, J. Yang, Y. Yang, Research on foundation excavation project risk management, Science and Technology Information Development & Economy, 9 (2004) 205-207.

Google Scholar

[2] G. Yang, Research on deep foundation excavation and its surrounding architectural conservation, Shanghai: Tongji University, (2001).

Google Scholar

[3] Y. Bian, H. Huang, Application of feasible methods in the risk analysis of deep foundation excavation project construction, 2005 National Subway and Underground Engineering Technology Risk Management Symposium, (2005) 208-213.

Google Scholar

[4] H. Huang, Y. Bian, Risk management in deep foundation excavation project construction, Underground Space and Engineering, 4 (2005) 611-614.

Google Scholar

[5] H. Chen, X. Shi, Risk analysis of deep foundation excavation project, Copper Project 1 (2008) 71-74.

Google Scholar

[6] J. H. M. Tah, V. A. Carr, Proposal for construction project risk assessment using fuzzy logic, Journal of construction Management and Economics, 18 (2000) 91-500.

DOI: 10.1080/01446190050024905

Google Scholar

[7] R. B. Belzer, Getting beyond grin and bear it, in the practice of risk management, Reliability Engineering and System Saftey, 2 (2001) 72.

DOI: 10.1016/s0951-8320(01)00015-1

Google Scholar