摘要
在分析了基桩动测时桩周土阻力随桩身位移变化的基础上 ,对高应变情况下桩侧土阻力和桩端土阻力提出了相应的模型 。
Based on analyzing the change of soil resistance surrounding pile with the displacement of foundation pile during dynamic test,some relative models of soil resistance surrounding pile and soil resistance on pile's end in high strain condition are given.The models are proven by engineering practice.
出处
《岩土工程技术》
2001年第4期193-197,共5页
Geotechnical Engineering Technique
关键词
土阻力
高应变
非线性
soil resistance
high strain
non-linearity
