Failure Mechanism and Treatment Technology of Expansive Soil Slope of Middle Route Project

LI Qing-Yun, CHENG Zhan-Lin, GONG Bi-Wei, GUO Xi-Ling, BAO Cheng-Gang

Journal of Changjiang River Scientific Research Institute ›› 2009, Vol. 26 ›› Issue (11) : 1-9.

PDF(785 KB)
PDF(785 KB)
Journal of Changjiang River Scientific Research Institute ›› 2009, Vol. 26 ›› Issue (11) : 1-9.
.

Failure Mechanism and Treatment Technology of Expansive Soil Slope of Middle Route Project

  •  LI  Qing-Yun, CHENG  Zhan-Lin, GONG  Bi-Wei, GUO  Xi-Ling, BAO  Cheng-Gang
Author information +
History +

Abstract

The length of the South-to-North Water-Transfer Project general canal involving the expansive soil (rock) is approximately 386.8 km. The treatment of the expansive soil (rock) is the main technical problem to be tackled. In the project supported by the National Key Technology R&D Program, various research means have been employed to investigate the failure mechanism of the expansive soil (rock) cannel slope comprehensively. The slope stability analysis method for the expansive soil cannel slopes has been proposed, the economic and applicable treatment measures have been put forward. In this paper, the research content, technical route are introduced and the results of the project systemically illustrated. The research results could also provide reference for the relevant research and engineering projects.

Cite this article

Download Citations
LI Qing-Yun, CHENG Zhan-Lin, GONG Bi-Wei, GUO Xi-Ling, BAO Cheng-Gang. Failure Mechanism and Treatment Technology of Expansive Soil Slope of Middle Route Project[J]. Journal of Changjiang River Scientific Research Institute. 2009, 26(11): 1-9
PDF(785 KB)

Accesses

Citation

Detail

Sections
Recommended

/