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Study of compressive loading capacities of helical piles using torque method and induced settlements

机译:螺旋桩的抗压承载力的扭矩法和诱导沉降研究。

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摘要

Torque is a most widely used method to estimate the load capacities of helical piles because of its simplicity and minimal costs. This research attempts to investigate the torque method by incorporating settlements and involves its comparison with bearing equations which have also been used to estimate the capacities of helical piles. The test program consisted of installation of seven helical piles including a static axial compression test to estimate the corresponding settlements. The compression test was conducted on the seventh pile which is referred to as the test pile. The load movement curve of the test pile is used to predict the settlement of each pile corresponding to the ultimate load calculated using torque method. In addition, few methods to interpret the load movement curve have been discussed. This research would pave way to yield more reliable results using torque method and could lead to the large-scale usage of helical piles.
机译:扭矩是估算螺旋桩承载能力的最广泛使用的方法,因为它简单易行且成本最低。这项研究试图通过结合沉降来研究扭矩法,并且将其与轴承方程式进行比较,该轴承方程式也已用于估算螺旋桩的承载力。测试程序包括安装七个螺旋桩,包括静态轴向压缩试验以估算相应的沉降量。在称为试验桩的第七桩上进行了压缩试验。测试桩的荷载运动曲线用于预测与使用扭矩法计算的极限荷载相对应的每个桩的沉降。此外,很少讨论解释载荷运动曲线的方法。这项研究将为使用扭矩法产生更可靠结果的方法铺平道路,并可能导致螺旋桩的大规模使用。

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