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Study on Calculation of Settlement of Rigid Pile Composite Foundation under Embankment Load (Part II)
Base on the analysis of problems of previous pile-soil displacement model, rigid pile settlement under embankment load method was established, this method can also consider the factors of soil and the relative slip between pile and earth deformation dyssynchrony. Some theories were described in part I. In this part, some theoretical calculations and an engineering example was analyzed and shows that the rationality and feasibility of the method.
Study on Calculation of Settlement of Rigid Pile Composite Foundation under Embankment Load (Part II)
Base on the analysis of problems of previous pile-soil displacement model, rigid pile settlement under embankment load method was established, this method can also consider the factors of soil and the relative slip between pile and earth deformation dyssynchrony. Some theories were described in part I. In this part, some theoretical calculations and an engineering example was analyzed and shows that the rationality and feasibility of the method.
Study on Calculation of Settlement of Rigid Pile Composite Foundation under Embankment Load (Part II)
Advanced Materials Research ; 816-817 ; 835-838
2013-09-23
4 pages
Article (Journal)
Electronic Resource
English
Study on Calculation of Settlement of Rigid Pile Composite Foundation under Embankment Load (Part I)
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