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Experiments and Finite Element Analysis of Geosynthetics Reinforced Residual Soil

机译:土工合成材料加筋残余土的试验与有限元分析

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摘要

The study investigates possible effects of stress path on a series of consolidated-drained triaxial compression and extension tests. Test results of unreinforced and reinforced residual soil simulating the different loading path similar to what is expected in the field. The testing program concentrated on the study of normally consolidated on 100 mm diameter and 200 mm high specimens. Testing was carried out at consolidating pressures ranging between 0.10–0.60 MPa using GDS computer control triaxial apparatus. The Cam-Clay model parameters for unreinforced and reinforced residual soil were determined based on isotropically consolidation and drained shear test results. Computations were performed using the model constant and finite element software SIGMA/W to predict the stress-strain response for different consolidation pressure and stress path tests. Predicted results were compared with measured response to assess the validity of the model parameters. The model prediction was found to yield acceptable results and is quite effective in demonstrating the effects of stress paths, effective stresses and strains of reinforced soil composites.
机译:该研究调查了应力路径对一系列固结排水三轴压缩和延伸试验的可能影响。未加筋和加筋的残留土的测试结果模拟了与现场预期相似的不同加载路径。测试程序集中于正常固结在直径为100 mm和高度为200 mm的试样上的研究。使用GDS计算机控制三轴仪在固结压力介于0.10-0.60 MPa之间的条件下进行测试。基于各向同性固结和排水剪切试验结果,确定了未加筋和加筋的残留土的Cam-Clay模型参数。使用模型常数和有限元软件SIGMA / W进行计算,以预测不同固结压力和应力路径测试的应力应变响应。将预测结果与测得的响应进行比较,以评估模型参数的有效性。发现该模型预测产生了可接受的结果,并且在证明应力路径,有效应力和加筋土复合材料的应变方面非常有效。

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