Comparison of settlement prediction from back analysis with forward analysis for embankment on soft soil foundation based on large strain and visco-elastoplastic model
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Comparison of settlement prediction from back analysis with forward analysis for embankment on soft soil foundation based on large strain and visco-elastoplastic model
Vol. 31, Issue 8, (2010)
作者机构:
中南大学 土木建筑学院,长沙,410075
作者简介:
基金信息:
DOI:
CLC:TU447
Online First:30 August 2010,
Published:2010
稿件说明:
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WEI Li-min, HE Qun, WANG Yong-he. Comparison of settlement prediction from back analysis with forward analysis for embankment on soft soil foundation based on large strain and visco-elastoplastic model[J]. 2010, 31(8).
DOI:
WEI Li-min, HE Qun, WANG Yong-he. Comparison of settlement prediction from back analysis with forward analysis for embankment on soft soil foundation based on large strain and visco-elastoplastic model[J]. 2010, 31(8).DOI:
Comparison of settlement prediction from back analysis with forward analysis for embankment on soft soil foundation based on large strain and visco-elastoplastic model