期刊
ADVANCES IN TRANSPORTATION GEOTECHNICS III
卷 143, 期 -, 页码 347-354出版社
ELSEVIER SCIENCE BV
DOI: 10.1016/j.proeng.2016.06.044
关键词
Consolidation; cyclic load; settlement; soft clay; stone column
This paper presents an analytical and numerical study on the behavior of stone column stabilized soft ground supporting transport infrastructure. Analysis has been carried out on the response of reinforced soft ground under static and cyclic loadings relevant to transport corridors.
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