Study on a Method of Horizontal Bearing Capacity of Anti-slide Pile Based on “C” Method

Abstract

The foundation coefficient method is generally safe because of its clear concept and simple method. Therefore, it is more common at home and abroad to use this method to calculate the horizontal bearing capacity of anti-slide piles. This paper focuses on the surface weathered foundation and uses the ground coefficient method “c” method as the background. By changing the “c” method, a new algorithm for the horizontal bearing capacity of anti-slide piles is deduced, and an engineering example is analyzed. Using MATLAB to analyze and calculate, through comparison of different calculation methods, it was finally verified that the calculation method of the horizontal bearing capacity of the anti-slide pile is closer to the actual test data than the classical method, which provides a feasible method for the calculation of the horizontal bearing capacity of the anti-slide pile in the future.