APPLICATION OF ANICREEP MODEL TO MURRO TEST EMBANKMENT

摘要：

　　Murro test embankment on soft sensitive clays is analyzed with a recently proposed elastic-viscoplastic model ANICREEP.Model parameters for foundation soils are determined in a straightforward way based on conventional triaxiai and oedometer tests.The comparisons between calculations and field measurements demonstrate that the new model coupled with consolidation theory can be satisfactorily and easily used for describing the long-term behavior of soft sensitive clays under embankment loading.

关键词： clay embankment viscoplasticity

作者: YUNLONG XIK YINFU JIN YANLING LI ZHENYU YIN

作者单位: Department of Civil Engineering,Shanghai Jiao Tong University,Shanghai,200240,China

会议类型: 国际会议

会议名称: 5th China-Japan Geotechnical Symposium(第五届中日岩土工程学术会议)

会议地点: 成都

会议语种:英文

页码: 368-371

在线出版日期: 2013-05-18（万方平台首次上网日期，不代表论文的发表时间）