摘要
冲击荷载作用下,孔压的增长与消散规律是研究动力固结法加固饱和粘土地基的基础与理论支持,就此问题进行了冲击荷载作用下饱和粘土孔压增长与消散规律的一维模型试验。试验中考虑了不同击数N和不同冲击能WH的影响,试验的结论新颖,对其进行了初步探讨。
The rule of growth and dispersion of porewater pressure in saturated clay soil is the foundation for the research of dynamic consolidation of saturated clay soil subgrade.In this paper,a one-dimensional model test was carried out in order to obtain some knowleage on growth and dispersion of porewater pressure in saturated clay soil.In the test,some useful results were obtained when some factors such as the impact number N and impact energy WH were considered.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2001年第4期427-431,共5页
Rock and Soil Mechanics
