Application of Water-Proof Curtain with High-Pressure Injection Concrete Piles in Foundation Pit

Abstract:

This paper introduces a design program for supporting of deep foundation pit through the actual example for Beijing Moisten the world Center project to solve the difficulties of high water content in foundation soil, sensitiveness to surroundings, and difficult control of quick sand and flowing mud in the process of supporting of foundation pit. This program adopts a supporting system with upper soil nailing wall and lower pre-stressed anchor pile and a comprehensive water-proof curtain (Retaining piles + Long spiral high pressure jet grouting & mixing piles) to effectively solve the above difficulties. It is indicated through actual monitoring that displacement and settlement of foundation pit meet the specification and design requirements with excellent water-proof effect. The successful application of this program provides a reference for foundation pit engineering with rich underground water, especially for engineering at hard soil layer and stratum with sand and gravel that are apt to the formation of cement-soil grouting and mixing piles, as well as engineering with limitation on dewatering of foundation pit.

• Periodical: Applied Mechanics and Materials (Volumes 744-746)
• Pages: 447-450
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.744-746.447
• Online since: March 2015
• Authors: Quan Chen Gao, Zhuo Yang*, Hong Bo Wang, Han Lu Fu, Rong Bin Zhou, Da Chong Feng
• Keywords: Concrete Piles, Deep Foundation Pit, Water-Proof Curtain

References

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