摘要
该文通过振动台试验 ,研究了饱和砂土中桩基的振动特性 ,对桩土振动过程中的动力相互作用有了初步的认识。根据试验结果 。
Through shaking table test,the paper studies shaking behavior of pile foundation in saturated sand layer,and primary by understands dynamatic interaction between pile and soil during shaking.According to test results,lateral bearing capacity of model pile decreases after saturated sand is liquefied.
出处
《勘察科学技术》
2004年第4期3-5,共3页
Site Investigation Science and Technology
基金
国家高技术研究发展计划 ( 863计划 )资助项目( 2 0 0 2AA615 0 80)
