12 000 kN·m ENERGY DYNAMIC COMPACTION EXPERIMENT FOR COLLAPSIBLE LOESS

Zhan Jinlin; Shui Weihou; He Lijun; Cheng Xiaocheng

doi:10.13204/j.gyjz201006021

Volume 40 Issue 6

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(6): 93-96

Wang Gang, Qian Jiaru, Lin Liyan. STUDY ON BENDING BEHAVIOR OF STEEL TUBE REINFORCED CONCRETE MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 68-71. doi: 10.13204/j.gyjz200602020

Citation:

Zhan Jinlin, Shui Weihou, He Lijun, Cheng Xiaocheng. 12 000 kN·m ENERGY DYNAMIC COMPACTION EXPERIMENT FOR COLLAPSIBLE LOESS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 93-96. doi: 10.13204/j.gyjz201006021

Wang Gang, Qian Jiaru, Lin Liyan. STUDY ON BENDING BEHAVIOR OF STEEL TUBE REINFORCED CONCRETE MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 68-71. doi: 10.13204/j.gyjz200602020

Citation:

PDF( 0 KB)

12 000 kN·m ENERGY DYNAMIC COMPACTION EXPERIMENT FOR COLLAPSIBLE LOESS

doi: 10.13204/j.gyjz201006021

1.
Xiandai Architectural Design Group,Shenyuan Geotechnical Co.Ltd,Shanghai 200040,China

Received Date: 2009-11-15
Publish Date: 2010-06-20

Abstract

Abstract

A experiment of 12 000 kNm energy dynamic compaction for collapsible loess was carried out. Through comprehensive analyzing the data of standard penetration test，soil mechanics experiment，cone penetration test，Rayleigh test，static test，and compare with other energy dynamic compaction results of collapsible loess，some results of effective reinforced depth and coefficient of collapsibility were obtained. References for design，construction，and detection of collapsible loess were provided.
- collapsible loess,
- foundation treatment,
- 12 000 kN·m dynamic compaction,
- detection