Research on failure mode of clay slope containing horizontal sand interlayer under excavation conditions
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Research on failure mode of clay slope containing horizontal sand interlayer under excavation conditions
Vol. 32, Issue S1, (2011)
作者机构:
清华大学 水沙科学与水利水电工程国家重点实验室,北京,100084
作者简介:
基金信息:
DOI:
CLC:TU471
Online First:16 May 2011,
Published:2011
稿件说明:
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LI Ming, ZHANG Ga, ZHANG Jian-min, et al. Research on failure mode of clay slope containing horizontal sand interlayer under excavation conditions[J]. 2011, 32(S1).
DOI:
LI Ming, ZHANG Ga, ZHANG Jian-min, et al. Research on failure mode of clay slope containing horizontal sand interlayer under excavation conditions[J]. 2011, 32(S1).DOI:
Research on failure mode of clay slope containing horizontal sand interlayer under excavation conditions
Slopes containing interlayers are common phenomenon in practice and it makes sense to research stabilities of such slopes. So far as the recent research is concerned
it mainly focuses on the stability of rock slope and little recognition of clay slope is involved. In fact
it is more dangerous for clay slopes containing interlayers under excavation conditions and correct recognition of failure modes of clay slopes contribute to the reasonable assessment of stability. Some centrifuge model tests were conducted with clay slopes containing interlayers in the middle part under excavation conditions. Comparison of failure modes was made between clay slopes with and without a 5 cm thick horizontal sand interlayer. The results show that the existence of sand interlayer diminishes the stability of slope; and the bottom boundary of sand interlayer is the weak plane