Design of Ground Water Control in Super Large Deep Foundation Pit

Hao Chen Zhang; Mao Yuan Wang; Yang Liu

doi:10.4028/www.scientific.net/AMR.838-841.701

Paper Titles

Experimental Study of the Relationship between Matric Suction and Strength of Unsaturated Residual Clay in Xiamen under Different Drying-Wetting Cycle Paths
p.680

Horizontal Vibration of Pile Considering Pile-Soil Separation
p.685

Geotechnical Engineering Practice of Multi-Forms of Composite Support of Deep Foundation Pit
p.690

Effect of Cement Content on the Behavior of Dune Sand-Cement Admixtures
p.697

Design of Ground Water Control in Super Large Deep Foundation Pit
p.701

Study on Deformation and Damage of Rock Mass Subject to High In Situ Stress by Using a Elastoplastic Damage Model and Considering the Impact of Weak Planes
p.705

Safety Distance Analysis about Electricity Transmission Tower Set on the Loess High Slope
p.710

Diagonal PCG Method for FE Solution of 3D Biot's Consolidation Problem
p.718

Stability Evaluation and Analysis of Homogeneous Rock Slope Using Finite Element Method
p.722

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Design of Ground Water Control in Super Large Deep...

Design of Ground Water Control in Super Large Deep Foundation Pit

Abstract:

The construction project is located in Beijing personnel concentration areas which is the special geographical position. The height of the surface construction is about 80m. And the foundation cushion bottom elevation in the most area of foundation excavation project, the circumference is more than 700m, belongs to super large deep foundation pit. During the excavation process, the scheme of setting heavy curtain pile between two adjacent reinforced concrete slope protection piles could effectively control groundwater variation, prevent the possibility dangerous condition in advance and ensure construction period. It has an obvious benefit and provides reference meaning to other similar super large deep foundation pit in ground water controlling.

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Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

701-704

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.701

Citation:

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Online since:

November 2013

Authors:

Hao Chen Zhang*, Mao Yuan Wang, Yang Liu

Keywords:

Ground Water Controlling, Heavy Curtain Pile, Obvious Benefit, Super Large Deep Foundation Pit

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* - Corresponding Author

References

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