看文献的结论总结（Summary of the literature）.doc

看文献的结论总结（Summary of the literature） From the conclusion of the literature, it is concluded that.Txt hates the difference between a person and a person who loves him: one is on the tip of his tongue, the other is hidden in the heart. Three wishes: one is to eat well, sleep is two, three is laughing. Study on the behavior of piles under vertical and horizontal loads, Huangfu Ming, Wang Youqing, Zhang Jun. Journal of Harbin Institute of Technology, June 2003, Vol. 6, issue 35, 744-746 The vertical load has little influence on the horizontal bearing pile (within the test load range, the impact is less than 10%), while the horizontal load on the vertical load bearing pile is significant Forward and inverse theory and application of distribution parameters of pile-soil system, Chen Rugui, He Jishan. Chinese Journal of nonferrous metals, December 1997, Vol. fourth, issue seventh, 21-23 According to the static theory proposed in layered soil, variable cross-section and heterogeneous complex pile soil pile system under external loads, the differential equations and boundary conditions of pile displacement, deduced the differential equation of linear elastic and elasto-plastic conditions. The calculation model and variable rigidity design Liu Jinli deformation of pile and soil, late Lingquan. Chinese Journal of geotechnical engineering, March 2000, Vol. second, issue twenty-second, 152-153 The interaction between soil and soil, pile-soil and pile is obviously smaller than that of continuum theory, and the basic reason of settlement and interaction effect is analyzed. In order to reduce the cost of construction, the design of variable rigidity leveling for foundation treatment and pile foundation construction is put forward. Application of design theory of joint force between pile and soil in Longshan gate, Shi Jingyu, Wang Fei. Advances in water conservancy and Hydropower Engineering, June 2001, twenty-first volume, third issue A design calculation method considering the load