Study on Calculation of Settlement of Rigid Pile Composite Foundation under Embankment Load (Part II): Fid-Bau Portal

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Study on Calculation of Settlement of Rigid Pile Composite Foundation under Embankment Load (Part II)

Liu, Su Xian / Liu, Si Jia

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.

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Study on Calculation of Settlement of Rigid Pile Composite Foundation under Embankment Load (Part II)

Liu, Su Xian / Liu, Si Jia

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)

Liu, Su Xian / Liu, Si Jia

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.

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Titel:

Study on Calculation of Settlement of Rigid Pile Composite Foundation under Embankment Load (Part II)

Beteiligte:

Liu, Su Xian / Liu, Si Jia

Erschienen in:

Advanced Materials Research ; 816-817 ; 835-838

Erscheinungsdatum:

23.09.2013

Format / Umfang:

4 pages

ISSN:

1662-8985 , 1022-6680

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.816-817.835

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Pile Foundation , Composite Foundation , Rigid Pile , Settlement Analysis

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