作者单位:YANG Gui,LIU Han-long(Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University,Nanjing 210098,China;Engineering Safety and Disaster Prevention Institute,Hohai University,Nanjing 21098,China)杨贵,刘汉龙(河海大学岩土力学与堤坝工程教育部重点试验室,南京210098;河海大学安全与防灾工程研究所,南京210098)ZHU Jun-gao(Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University,Nanjing 210098,China;Geotechnical Research Institute,Hohai University,Nanjing 210098,China)朱俊高(河海大学岩土力学与堤坝工程教育部重点试验室,南京210098;河海大学岩土工程科学研究所,南京210098)