论文部分内容阅读
经过长年的工程实践与理论探索,提出了摩擦桩单桩承载力来源于地心引力的观点,以地球引力场理论为基础,分析了摩擦桩桩周土与桩间的相互作用过程,揭示了摩擦桩单桩竖向承载力的确切机理,给出了基于地心引力的摩擦桩单桩竖向承载力计算原理与方法,阐述了基于地心引力的摩擦桩单桩竖向承载力计算过程和关键技术要点,通过一个应用实例揭示了基于地心引力的摩擦桩单桩竖向承载力计算方法的实际效果。
After years of engineering practice and theoretical exploration, the viewpoint that the bearing capacity of single piles of friction piles originated from the gravity of the ground was put forward. Based on the theory of Earth’s gravitational field, the interaction process between the soil and piles of friction piles was analyzed, revealing The exact mechanism of the vertical bearing capacity of single piles of friction piles is given. The calculation principle and method of vertical bearing capacity of single piles based on gravity are given. The calculation of vertical bearing capacity of single piles based on gravity is described. The key points of the process and key technologies, through an application example, reveal the practical results of the calculation method of the vertical bearing capacity of a single-pile friction pile based on gravity.