H型结构
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提出了h型抗滑桩结构计算方法。
Explore to the structure calculation method of h type of anti-sliding piles .
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在同一滑坡地质条件下,对单排抗滑桩和h型抗滑桩结构进行对比设计,得出h型抗滑桩在受力方面更具有优越性。
In the same landslide conditions , Compared single-row anti-slide pile and H anti-slide pile structure design , Come to h anti-slide pile has more advantages in force .
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针对这些问题,本论文从理论分析和数值模拟的两个方面对h型抗滑桩结构受力、计算进行了探讨,并通过工程实际验证其结构的优越性。
To solve these problems , In this thesis , two aspects of theoretical analysis and numerical simulation on the H anti-slide pile structure force calculation are discussed , Through the engineering practice and verify the structure superiority .