抗滑桩嵌固深度简化计算探讨

摘要

目前工程上常用抗滑桩嵌固深度的计算方法及其K法、m法、C法等水平抗力计算公式均较繁琐，应急处理验算十分不便。通过对常用计算公式和桩土相互作用机理进行研究，提出了便于实际操作的抗滑桩嵌固深度的简化计算公式，对抗滑桩嵌固深度验算、现场应急处理有较好的参考价值。%The common methods to calculate embedded depth and those methods such as the K method, the m method and the C method to calculate horizontal resist forces of anti-slide pile are complicated and very inconvenient for emergency treatment. Through some research on the common computing formula and the pile-soil interaction mechanism, a simplified computing formula of embedded depth of anti-slide pile was introduced. It＇s convenient in practical use, and has a good reference value for checking the calculated embedded depth of anti-slide pile and emergency treatment in construction site.