The study of lateral load pile general solution based on modulus of subgrade reaction
[1]HE Shuanhai,HE Xiaowei.The study of lateral load pile general solution based on modulus of subgrade reaction[J].Journal of Zhengzhou University (Engineering Science),2016,37(03):64-.[doi:10.13705/ j. issn.1671 -6833.2016.03.015]
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
37卷
Number of periods:
2016 03
Page number:
64-
Column:
Public date:
2016-05-10
- Title:
- The study of lateral load pile general solution based on modulus of subgrade reaction
- Keywords:
- modulus of subgrade reaction; laterally loaded pile; general solution; foundation ratio; boundaryconditions
- CLC:
- TU753
- DOI:
- 10.13705/ j. issn.1671 -6833.2016.03.015
- Abstract:
- In order to improve the general solution of pile internal force calculation based on foundation coeffi-cient method,the general solution considering the width nonlinearity of piles was derived based on Winkler as-sumption and method of power series, and the linear general solution was proposed through simplification.Thepresent computing theory based on foundation coefficient method was developed and unified as a result of thisstudy.From the analysis of initial value conditions,4 kinds of pile top boundary and 5 kinds of pile endboundary.which are commonly used at present .were summarized.
- References:
- -
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