双排抗滑桩在边坡中受力分析与计算的探讨

Exploration on the force analysis and computation of double row anti-slide piles in slope

对边坡中双排抗滑桩的受力进行了总结,同时分析了桩布置和排距对双排桩内力的影响,根据其受力特点,归纳了双排桩的计算模式和布置方式,并根据具体实例探讨了计算模式的可行性。

This thesis summarizes the stress of douhle row anti-slide piles in slope. Simulaneously analyzes the impacts of piles setting and row pace on the capacity of double row piles. According to its characteristics, it concludes computational model and layout method of double row piles. According to specific cases, it explores the feasibility of the computational model.