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对20个试件进行模拟试验,初步探讨软土地基上叉桩桩帽在恒载、最大活载、水平荷载和土压力作用下的受力机理和破坏形态,并提出在软土地基上叉桩桩帽的设计建议。
The test of 20 specimens was carried out to investigate the stress mechanism and failure mode of the pile cap on the soft soil foundation under constant load, maximum live load, horizontal load and earth pressure. Design proposal of pile cap.