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Modified Method of Analyzing Vertical Beam on Elastic Foundation for the Calculation of Quay Wall of Sheet Pile
Author(s): 
Pages: 24-27
Year: Issue:  2
Journal: CHINA HARBOUR ENGINEERING

Keyword:  改进竖向地基梁法板桩墙结构;
Abstract: 本文提出了一种板桩墙结构内力和变形计算的改进竖向地基梁法,该方法基于m法计算土抗力,但限制土抗力的极限值不能超出被动土压力.文中给出了详细的改进计算方法.以实际工程结构为例进行的对比计算分析表明,在板桩墙前表层硬土(m值较大)的情况中,改进方法与原方法的计算结果有较大的差异.
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