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粉土和粉砂的动力特性试验研究

Laboratory study on dynamic properties of siltand silty sand

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【作者】 黄博陈云敏殷建华吴世明

【Author】 HUANG Bo1 ,CHEN Yun- min1 ,YIN Jian- hua2 ,WU Shi- ming1 (1.Department of Civil Engineering,Zhejiang University,H angzhou310 0 2 7,China;2 .Departement of Civil & Structural Engineering,The H ong K ong Polytechnic University,H ung H om,K owloon,H ong K

【机构】 浙江大学土木工程系香港理工大学土木及结构工程系浙江大学土木工程系 浙江杭州310027浙江杭州310027香港九龙红磡浙江杭州310027

【摘要】 用共振柱仪和加装了弯曲元的动三轴仪研究了饱和粉土和粉砂的动力特性 .分析了粉土和粉砂的动力变形特性 ,与 Seed- Idriss给出的建议曲线进行了对比 ,并探讨了天然土体与室内试样之间剪切波速存在差异的原因 .采用预振方法控制重塑土样的剪切波速 ,使之与现场一致 ,在此基础上进行了液化试验 .并通过对比传统重塑样的试验结果 ,初步探讨分析了预振后孔压的增长规律

【Abstract】 Dynamic properties of saturated silts and silty sands were studied with the resonant column and dynamic triaxial apparatus which were developed by bender element. From the test results,the curves of normalized shear modulus and damping ratio vs. shearstrain were obtained forcomparison with those sug- gested by Seed and Idriss.The difference between shear wave velocities obtained in- situ and those obtained with resonant column testing are discussed.Based on the new instrumentation systems,undrained cyclic strain- controlled tests were conducted to analyze the liquefaction potential of siltand silty sand specimens whose elastic shear moduliwere controlled by prestraining.The growth of pore water pressure both in the specimens subjected to prestraining and those prepared in traditional method are described and the differ- ence of the growing rules shows the great effect of prestraining.

【基金】 浙江省教育厅资助项目 (2 0 0 10 5 72 )
  • 【文献出处】 浙江大学学报(工学版) ,Journal of Zhejiang University(Engineering Science) , 编辑部邮箱 ,2002年02期
  • 【分类号】TU411
  • 【被引频次】48
  • 【下载频次】714
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