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原状与重塑人工冻结粘土抗压强度特征 对比试验研究*
引用本文:李海鹏 林传年 张俊兵 朱元林,.原状与重塑人工冻结粘土抗压强度特征 对比试验研究*[J].岩石力学与工程学报,2003,22(Z2):2861-2861.
作者姓名:李海鹏 林传年 张俊兵 朱元林  
作者单位:李海鹏(中国科学院兰州寒区旱区环境与工程研究所冻土工程国家重点实验室,兰州,730000)       林传年(兰州大学,兰州,730000)       张俊兵(兰州大学,兰州,730000)       朱元林(中国科学院兰州寒区旱区环境与工程研究所冻土工程国家重点实验室,兰州,730000;兰州大学,兰州,730000)
基金项目:国家自然科学基金(40171021)及中国科学院兰州寒区旱区环境与工程研究所知识创新工程(CACX210053)资助项目.
摘    要: 在相同试验条件下分别对原状和重塑人工冻结粘土进行了单轴无侧限抗压试验。试验结果表明:原状与重塑冻结粘土的破坏特征不同,原状冻结粘土表现为脆性破坏特征,而重塑冻结粘土表现为塑性破坏特征。原状冻结粘土的抗压强度略低于重塑冻结粘土的抗压强度,而前者的弹性模量略高于后者。原状冻结粘土的破坏应变则明显小于重塑冻结粘土的破坏应变。

关 键 词:关键词  土力学  原状冻结粘土  重塑冻结粘土  抗压强度  弹性模量  破坏应变
文章编号:1000-6915(2003)增2-2861-04
收稿时间:2003-3-3
修稿时间:2003年3月3日

COMPARATIVE TESTING STUDY ON STRENGTH BEHAVIOUR OF UNDISTURBED AND REMOLDED FROZEN CLAY
Abstract:Comparative testing study is made on uniaxial compressive strength of undisturbed and remolded frozen clay in the same conditions. The test results show that the compressive strength of the undisturbed frozen clay is slightly lower than that of the remolded frozen clay,and the elastic modulus of the former is slightly higher than that of the later. There are significant differences of the failure mode and failure strain between the undisturbed and remolded frozen clay. The undisturbed frozen clay usually takes on typical brittle failure character,and its failure strain is smaller. Whereas,the remolded frozen clay usually takes on typical ductile plastic failure character,and its failure strain is greater. These differences should be taken into account in the design and construction of artificially frozen ground engineerings.
Keywords:Key words  soil mechanics  undisturbed frozen soil  remolded frozen soil  compressive strength  elastic modulus  failure strain
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