土工格室结构层挠度计算方法研究

Research on Deflection Computation Method of Geocell Structural Layer

运用四种沉降计算方法,对不同类型、不同试验条件的土工格室加筋复合结构体进行了沉降计算。通过对比计算得出的P-S曲线与试验实测值,分析了造成误差的原因。最后通过计算结果对试验结果差值的标准差分析,得出关于在设计中选用沉降计算方法的一般性结论。

Through using four different settlement calculation methods, settlement calculations of different geocell reinforced mats on different test conditions have been made in this paper. The reasons of inaccuracy have been analyzed by comparing the P-S curve based on calculation result and test measured values. General conclusions of choosing settlement calculation methods in the design are given at last through the standard devia- tion analysis of the calculation results and the test results.