摘要
本文建议用旁压试验及三轴试验结果直接计算碎石桩与加筋碎石桩的荷载沉降关系;用旁压试验结果确定桩周土的模型参数,对碎石桩与加筋碎石桩的应力变形进行了有限元分析计算,并将计算结果与模型试验结果进行了比较。
This paper suggests that the load-settlement relation of gravel pile and gravel pile reinforced with geotextile can be directly computed by the results of pressuremeter test and triaxial test. Using the result of pressuremeter test to determine the model parameters of soils around the pile, the finite element analysis and computation of the stress-deformation of gravel pile and reinforced gravel pile being conducted. Comparison is made for the ealeulating result with that of the model testing.
出处
《勘察科学技术》
1993年第6期30-33,20,共5页
Site Investigation Science and Technology
