11/2/2023 0 Comments Sim settlements load order![]() ![]() The increase of the inner friction force on the pile with the increase of reinforcement in the cushion is shown in Figs. The results show that with the increase of reinforcement layers in the cushion, the core soil pressures along the pile length are increased, because of the increase of pile-carried loads and pile-soil differential settlement. The influence of geosynthetic reinforcement on the core soil pressure for 20-cm and 30-cm-thick cushions layers is illustrated in Figs.
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