Deformation behaviors of medium expansive soil embankment covered by lime-treated soils subjected to weather influence
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Deformation behaviors of medium expansive soil embankment covered by lime-treated soils subjected to weather influence
Vol. 28, Issue 7, (2007)
作者机构:
中国科学院武汉岩土力学研究所 岩土力学重点实验室,武汉,430071
作者简介:
基金信息:
DOI:
CLC:TU443
Online First:13 September 2013,
Published:2007
稿件说明:
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LIU Guan-shi, KONG Ling-wei, GUO Ai-guo, et al. Deformation behaviors of medium expansive soil embankment covered by lime-treated soils subjected to weather influence[J]. 2007, 28(7).
DOI:
LIU Guan-shi, KONG Ling-wei, GUO Ai-guo, et al. Deformation behaviors of medium expansive soil embankment covered by lime-treated soils subjected to weather influence[J]. 2007, 28(7).DOI:
Deformation behaviors of medium expansive soil embankment covered by lime-treated soils subjected to weather influence
the performance of a medium expansive soil embankment covered by lime-treated soil subjected to weather influence is simulated; the variant mechanical and deformation behaviors in soaking and non-soaking statuses are investigated through field direct shear tests
plate loading tests and swelling ratio tests. Based on the above test results
an analytic model of embankment subjected to weather influence is established; then the pavement deformation due to subsoil performance changes under soaking swelling and traffic loading conditions is calculated. According to the comparison between computed differential settlement and deformation allowance
the probability of pavement structure damage is evaluated
which is of referential significance to the design of medium expansive soil embankment.