Paper Title:
Model Test Research on Bearing Behavior of Improved Over-Wet Soil
  Abstract

According to the similarity theory, this paper presents a similar model with the similar geometric load and boundary condition to analyze the difference between untreated over-wet soil in Ya’an and improved over-wet soil. The test results show: the bearing capacity of improved soil is enhanced; the settlement of improved soil is much less than which of unimproved soil; the water stability of improved soil is strengthened. These means we have achieved the purpose of improving over-wet soil and the ash mixing method is a feasible means for dealing with over-wet soil.

  Info
Periodical
Advanced Materials Research (Volumes 261-263)
Edited by
Jingying Zhao
Pages
1009-1013
DOI
10.4028/www.scientific.net/AMR.261-263.1009
Citation
S. Gu, H. Wen, Y. W. Su, B. Jia, "Model Test Research on Bearing Behavior of Improved Over-Wet Soil", Advanced Materials Research, Vols. 261-263, pp. 1009-1013, 2011
Online since
May 2011
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Price
$32.00
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