摘要
本文在分析饱和软粘土地基打桩引起土体水平位移实测资料的基础上,建立了单桩及群桩水平位移的计算模式,推导出施打单桩和群桩所引起的水平位移计算式,并对计算与实测结果进行了对比。
On the basis of analyzing the actual testing date of horizontal displacement of soil mass caused by pile driving at saturated soft clayey foundations, this paper establishes the computation model of horizontal displacement for single pile and pile group. The computing formulae of the horizontal displacement caused by single pile and(?)ile group driving are derived, and a comparison between the calculated and tested results has been made.
出处
《勘察科学技术》
1993年第6期34-37,共4页
Site Investigation Science and Technology
