双向振动条件下的饱和砂土动强度特性试验研究  

Experimental Study on Dynamic Strength Characters of Saturated Sandy Soils under Cyclic Bidirectional Loading

作　　者：许成顺[1] 文利明[1] 杜修力[1] 徐海滨[1] 

机构地区：[1]北京工业大学城市与工程安全减灾省部共建教育部重点实验室,北京100022

出　　处：《防灾减灾工程学报》2010年第1期23-27,共5页Journal of Disaster Prevention and Mitigation Engineering

基　　金：国家自然科学基金项目(50809002);北京市教委科技面上项目(JC004013200802);国家重点基础研究发展计划973计划项目(2007CB714203)资助

摘　　要：利用全自动静动三轴双向耦合剪切仪,分别在均等固结和非均等固结条件下,进行了福建标准砂的动三轴不排水剪切试验,对比分析了轴向振动、径向振动、相位差分别为0°和180°的轴向-径向耦合振动等不同振动方式对饱和砂土动力特性的影响。试验结果表明,无论是均等固结还是非均等固结条件下,只要在最大剪应力面上的动剪应力水平相同,4种剪切方式对动应力-应变关系及动强度的影响都并不显著。The Fully Automatic Static-dynamic Tri-axial Shear Apparatus is used to perform three-axis dynamic shear tests for Fujian Standard sand under isotropic and anisotropic consolidation,and the dynamic characters of the saturated sand under different vibration modes are compared,such as axial vibration,radial vibration,axial-radial coupled vibration with phase angles 0°and 180°.It is shown that,on condition that dynamic deviator stress levels on the maximal shear stress surface are same,the influence of any of the four shearing modes on the dynamic stress-strain relationship and the dynamic strength is not significant no matter it is isotropic or anisotropic consolidation.Because the deviator stress level of the maximal shear stress is the combined action of axial and radial vibrations,the aseismic design without considering the cyclic axial stress is biased unsafe.

关 键 词：轴向振动 径向振动 轴向-径向耦合振动 动强度试验 

分 类 号：TU141[建筑科学—建筑理论]