软土弹塑性本构模型发展综述
瞿成松1,2张文翔3刘毅3
1.北京师范大学水科学研究院,北京100875;2.上海长凯岩土工程有限公司,上海200002 3.同济大学岩土及地下工程教育部重点试验室,上海200092
摘要:土的本构理论是理论土力学的重要内容,是研究土体变形、地面沉降的基础理论。理论发展到现在,土的本构模型数目众多。而对于上海地区来说,由于土层主要为软土,所以比较适用的一般为弹塑性模型。在弹塑性模型中,剑桥模型及其扩展模型是最常用的。本文介绍了适合在软土地区使用的弹塑性模型,其中以剑桥模型以及其扩展模型为主,与此同时,还着重介绍了近代发展起来的下负荷面剑桥模型,并岩土模型的发展趋势以及所取得的成果作了简要说明。
本构模型;弹塑性;剑桥模型;下负荷面剑桥模型
TU43A1673 -0836(2011)增1 -1390 -07
Review of Soft Soil Elastic-plastic Constitutive Model Development
Qu Chengsong Zhang Wenxiang Liu Yi
2011-05-14
瞿成松(1964-),男,高级工程师,主要从事岩土工程研究和管理工作。E-mail: qcs724@ 126. com
上海市科学技术委员会项目( 09dz1207900)和(10dz1202300);上海建科(2010 -003);
上海市规划和国土资源管理局科研项目(Gts20090024)
各向同性非j
载下特性;委
重塑黏土
特性也有显著:
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软土弹塑性本构模型发展综述
作者:瞿成松, 张文翔, 刘毅, Qu Chengsong, Zhang Wenxiang, Liu Yi
作者单位:瞿成松,张文翔,Qu Chengsong,Zhang Wenxiang(北京师范大学水科学研究院,北京100875;上海长凯岩土工程有限公司,上海200002), 刘毅,Liu Yi(同济大学岩土及地下工程教育部重点试验室,上海,200092)
刊名:
地下空间与工程学报
英文刊名:Chinese Journal of Underground Space and Engineering
年,卷(期):2011,07(z1)
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