Test research of geotechnique textile soil reinforcement mechanism and engineering application
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Test research of geotechnique textile soil reinforcement mechanism and engineering application
Vol. 26, Issue 8, (2005)
作者机构:
1. 北京交通大学 土建学院,北京,100044
2. 中国石油大学(华东),山东,东营,257062
作者简介:
基金信息:
DOI:
CLC:TU443
Online First:26 December 2013,
Published:2005
稿件说明:
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ZHANG Yan-mei, ZHANG Xu-dong, ZHANG Hong-ru. Test research of geotechnique textile soil reinforcement mechanism and engineering application[J]. 2005, 26(8).
DOI:
ZHANG Yan-mei, ZHANG Xu-dong, ZHANG Hong-ru. Test research of geotechnique textile soil reinforcement mechanism and engineering application[J]. 2005, 26(8).DOI:
Test research of geotechnique textile soil reinforcement mechanism and engineering application
The TEXSOL reinforcement mechanism was analyzed theoretically. The influencing rule of several factors on TEXSOL reinforcement character was researched; and the defect of the existing experimental calculating formula of TEXSOL strength was analyzed. Based on a lot of experimental results
a series of empirical coefficients were determined. The relationship of influencing factors and TEXSOL reinforcement character was gained. The research shows that the increment of TEXSOL cohesive strength is related to the fiber toughness
fiber fineness and TEXSOL mixing ratio. The empirical formula of TEXSOL reinforcement was proposed. Finally
the straight-wall height method was extended to the design of TEXSOL retaining wall; and the proposed empirical formula was used to analyze the internal stabilization of TEXSOL retaining wall.