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Undrained Behaviour of Silt under Static and Cyclic Loading

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【作者】 ROLF SandvenLARS Grand

【Author】 YANG Shaoli 1),*, ROLF Sandven 2), LARS Grande 2) 1) Ocean University of Qingdao, Qingdao 266003, P.R.China2) Norwegian University of Science and Technology, Trondheim, Norway

【机构】 Norwegian University of Science and TechnologyNorwegian University of Science and Technology TrondheimNorwayTrondheimNorway

【Abstract】 In this study, the undrained behaviour of silt under low stress level is studied. An effective preparation method for built-in silt samples in the triaxial test was firstly developed. By triaxial testing of samples at low confining pressures it was found that silt easily loses stability and liquefies. Loose silt may show temporary liquefaction under static loading, and develop full liquefaction under cyclic loading. The most important factors influencing the silt behaviour are porosity, confining pressure, consolidation state, cyclic loading level and number of cycles. The maximum obtainable shear stress is primarily a function of the confining pressure and the internal frictional angle. The actual structure of the silt material is the key factor in controlling its behaviour.

  • 【文献出处】 Journal of Ocean University of Qingdao ,中国海洋大学学报(英文版) , 编辑部邮箱 ,2002年02期
  • 【分类号】P736.2
  • 【被引频次】1
  • 【下载频次】13
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