【摘 要】
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Conventional methods for researching the behaviour of laterally loaded piles are usually based on the assumption of the relation between the horizontal displac
【出 处】
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China Ocean Engineering
论文部分内容阅读
Conventional methods for researching the behaviour of laterally loaded piles are usually based on the assumption of the relation between the horizontal displacement of the pile and the reactive force of soil along the depth. By analyzing the observed data from field tests, an equation is proposed in this paper with which the bending moment distrib tion along a laterally loaded pile is simulated. According to the beam theory, expressions of the soil resistance, shear force and deflection of the pile then can be derived.
Conventional methods for researching the behavior of laterally loaded piles are usually based on the assumption of the relation between the horizontal displacement of the pile and the reactive force of soil along the depth. By analyzing the observed data from field tests, an equation is proposed in this paper with which the bending moment distribution along a laterally loaded pile is simulated.
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