STUDY ON INTERNAL STABILITY OF SOIL-NAILING WALL WITH LEADING MINI-PILE

Jin Xiaorong; Yu Jianlin; Liu Hongyan; Cen Yangrun

doi:10.13204/j.gyjz200409004

Volume 34 Issue 9

Dec. 2014

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KANG Xuetong, ZHOU Jian, XU Mingfeng, LI Hui, YU Qinghua, ZHAI Chaoyang, LIN Songtao, ZHONG Xiaolin. Research on Thermal and Mechanical Properties of Slag Sulfoaluminate Cement Concrete[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 158-162,185. doi: 10.13204/j.gyjzG21070809

Citation:

Jin Xiaorong, Yu Jianlin, Liu Hongyan, Cen Yangrun. STUDY ON INTERNAL STABILITY OF SOIL-NAILING WALL WITH LEADING MINI-PILE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 12-14. doi: 10.13204/j.gyjz200409004

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STUDY ON INTERNAL STABILITY OF SOIL-NAILING WALL WITH LEADING MINI-PILE

doi: 10.13204/j.gyjz200409004

1.
1. Institute of Geotechnical Engineering,Zhejiang University Hangzhou 310027;
2.
2. Hangzhou Institute of Investigation Design and Research Hangzhou 310012

Received Date: 2003-08-19
Publish Date: 2004-09-20

Abstract

Abstract

With the characteristics such as simplification, promptness, decreasing the deformation of soil, increasing the stability of an excavation, leading mini-piles have been widely used for excavations in soft soil. But for the design of soil-nailing retaining wall with leading mini-piles, the role of leading mini-piles in the internal stability of soil-nail retaining wall is always neglected and design theory has been lagged behind engineering practice. Based on the failure pattern of soil-nail retaining wall with leading mini-piles and its calculation method, the program for calculating internal stability of soil-nail retaining wall with leading mini-piles has been designed.The developed program has been verfied effectively by engineering practice.
- leading mini-pile,
- failure pattern,
- internal stability,
- soil-nailing retaining wall

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References(3)

References

[2] 龚晓南.土工计算及分析.北京:中国建筑工业出版社,2000

李象范,徐水根.复合土钉挡墙的研究.上海地质,1999(3):1～11

[3] 张旭辉.锚管桩复合土钉支护稳定性研究:[博士学位论文].杭州:浙江大学 ,2002

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