Analysis of Long Deep Pit of Small Deformation of the Surrounding Environment Control

Ke Sheng Ding; Chang Ling Xu; Xu Li

doi:10.4028/www.scientific.net/AMM.94-96.476

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 94-96Analysis of Long Deep Pit of Small Deformation of...

Analysis of Long Deep Pit of Small Deformation of the Surrounding Environment Control

Abstract:

It is very difficult to control diaphragm wall deformation in 30mm, the project which depth 25m, long side 530m, and the sounding environment is complex. Tianjin Station transportation hub project attained the requirements of control on the ground settlement around foundation, the settlement of buildings and structures. We have comprehensively analyzed the field monitoring data and the three-dimensional numerical simulation, and obtained deformation of the surrounding environment and control of variation Index for this type of foundation.

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Periodical:

Applied Mechanics and Materials (Volumes 94-96)

Pages:

476-480

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.94-96.476

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Online since:

September 2011

Authors:

Ke Sheng Ding, Chang Ling Xu, Xu Li

Keywords:

Control Indicator, Ground Settlement, Lateral Deformation, Wall Segment

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References

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[2] Aiseng Cong. Design and construction of underground continuous wall and application (in Chinese). Beijing: China Water Power Press.2001.1

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