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The mechanical properties comparative analysis for socked and non-socketed composite pile

机译:机械性能对比对比分析,包括非插座复合桩

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For socked and non-socketed piles in the different mechanical behavior under static and dynamic loads, the paper use ABAQUS to model, simulate the pile , the soil interlayer thickness between the bottom of the pile and bedrock are 2m, 4m under vertical load and Earthquake, cushion cap, pile and pile soil stress situation found non-socketed piles when the soil interlayer thickness within a certain range, the composite pile small subside under dynamic, static loads, the non-socketed piles can better take advantage of the pile soil has a good seismic performance in the earthquake.
机译:对于静态和动态载荷的不同机械行为的侧套和非插座桩,纸张使用ABAQUS模拟,模拟桩,桩底部与基岩之间的土壤层间厚度为2m,4m,垂直载荷和地震下4米,垫帽,桩和桩土压力情况发现非侧插座桩当土壤层间厚度在一定范围内,复合桩小股下的动态,静电负荷,非插座桩可以更好地利用桩土地震中的良好地震性能。

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