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

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(9): 12-14

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

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

Citation:

PDF( 0 KB)

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

FullText(HTML)

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

Relative Articles

[1]	LYU Chuanli, HAN Qiting, WANG Yi, WANG Qigui. Influence of Contents of Fine Particles in Marine Soil on Dynamic Stability of Wharfs[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 19-24. doi: 10.13204/j.gyjzG22060620
[2]	BAI Xiangyu, LI Shunqun, ZHANG Wei. STUDY ON LEACHED CHARACTERISTICS AND STABILITY OF HEAVY METAL IN CEMENTED MIXED SLUDGE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 149-153,185. doi: 10.13204/j.gyjzG21060210
[3]	ZHENG Yu, SHI Zhanghong, YANG Yi, HUANG Weike, DU Jianhua. RESEARCH ON DYNAMICALLY MECHANICAL PROPERTIES OF SEMI-GROUTING AND FULL-GROUTED SLEEVE CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 121-126. doi: 10.13204/j.gyjzG21061515
[4]	LIU Xiaofeng, ZHANG Ying, YAN Shutao, RONG Hui. MECHANICAL PROPERTIES OF BASALT-FIBER-REINFORCED CONCRETE CONFINED WITH BFRP[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(1): 187-193. doi: 10.13204/j.gyjzG19122610
[5]	HE Yunfei, SHU Ganping, ZHOU Guangen, QIN Ying, ZHOU Xiongliang. RESEARCH ON THE STABILITY OF DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 8-12. doi: 10.13204/j.gyjz202003002
[6]	SHU Xingping, HUANG Muxing, XIANG Mengjie. EXPERIMENTAL RESEARCH ON LATERAL COMPRESSIVE PROPERTIES FOR THE STRUCTURE OF STAINLESS STEEL SANDWICH PANEL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 17-23. doi: 10.13204/j.gyjz202002003
[12]	Wang Zhenshan, Liu Yunhe, Guo Hongchao, Ma Hui, Li Zhigang. STUDY OF FULL-SCALE TEST OF THE TENSILE BEHAVIOR OF FRP COMPOSITE BUSHING[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 16-21. doi: 10.13204/j.gyjz201506004
[13]	Zhu Fengbin, Miao Linchang, Gu Huanda, Lin Shuixian. SENSITIVITY ANALYSIS OF DESIGN PARAMETERS OF COMPOSITE SOIL NAILED WALL WITH BORED PILES IN DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 77-83. doi: 10.13204/j.gyjz201311018
[14]	Sun Ying-xia, Zhang Zhi-hao, Wang Jin-an. FAILURE PATTERN STUDY AND STABILITY ANALYSIS OF PILE FOUNDATION IN KARST AREA[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 96-102. doi: 10.13204/j.gyjz201209021
[15]	Wu Yongmei, Yu Xinjian, Tan Fusheng, Chen Guohui. APPLICATION OF COMBINED SUPPORTING TECHNOLOGY WITH SOIL NAILING WALL AT UPPER PART AND RETAINING PILES AT LOWER PART[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 101-104. doi: 10.13204/j.gyjz201009026
[16]	Wang Banqiao, Li Xunchang. ANALYSIS AND TREATMENT OF COLLAPSE ACCIDENT ON THE SOUTH SIDE OF FOUNDATION PIT FOR GEOLOGICAL SCIENTIFIC BUILDING IN CHANG'AN UNIVERSITY[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 127-130. doi: 10.13204/j.gyjz200909029
[17]	Wu Xiaojiang, Li Zhigao. NUMERICAL SIMULATION OF A FILLED SLOPE STABILITY ON SOFT SOIL ROADBED REINFORCED BY GRAVEL PILE USING PFC2D[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 76-79. doi: 10.13204/j.gyjz200812020