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Abstract:
介绍了在上海某深淤泥港口地基处理中,采用排水板-堆载预压施工方法,根据施工监测资料采用比奥固结非线性有限元法反演地基土的力学参数,以确定能综合反映当时地基状况的参数,并用此参数分析预测场地的后期沉降,为优化施工方案,合理安排工期提供可靠依据.并通过工程实例验证了该方法的可靠性.
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地下空间与工程学报
ISSN: 1673-0836
CN: 50-1169/TU
Year: 2006
Issue: 2
Volume: 2
Page: 340-344
Cited Count:
WoS CC Cited Count: 0
SCOPUS Cited Count:
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count:
Chinese Cited Count:
30 Days PV: 2
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