Study on the Rigid Pile Composite Foundation Based on Tangent-Modulus Method of Undisturbed Soil: Fid-Bau Portal

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Study on the Rigid Pile Composite Foundation Based on Tangent-Modulus Method of Undisturbed Soil

Guan, Da Shu / Liu, Hui Kang / Li, Yu Qi

Based on tangent-modulus method of undisturbed soil, rigid pile composite foundations with different cushion thickness, different cushion stiffness, different pile length and different pile diameter are studied. P~S curve and load sharing ratio of pile in different composite foundations are compared and several laws are summarized. It will give guidance to the setting of cushion thickness, the selection of cushion and the design of rigid pile.

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Study on the Rigid Pile Composite Foundation Based on Tangent-Modulus Method of Undisturbed Soil

Guan, Da Shu / Liu, Hui Kang / Li, Yu Qi

Based on tangent-modulus method of undisturbed soil, rigid pile composite foundations with different cushion thickness, different cushion stiffness, different pile length and different pile diameter are studied. P~S curve and load sharing ratio of pile in different composite foundations are compared and several laws are summarized. It will give guidance to the setting of cushion thickness, the selection of cushion and the design of rigid pile.

Study on the Rigid Pile Composite Foundation Based on Tangent-Modulus Method of Undisturbed Soil

Guan, Da Shu / Liu, Hui Kang / Li, Yu Qi

Based on tangent-modulus method of undisturbed soil, rigid pile composite foundations with different cushion thickness, different cushion stiffness, different pile length and different pile diameter are studied. P~S curve and load sharing ratio of pile in different composite foundations are compared and several laws are summarized. It will give guidance to the setting of cushion thickness, the selection of cushion and the design of rigid pile.

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Titel:

Study on the Rigid Pile Composite Foundation Based on Tangent-Modulus Method of Undisturbed Soil

Beteiligte:

Guan, Da Shu / Liu, Hui Kang / Li, Yu Qi

Erschienen in:

Applied Mechanics and Materials ; 438-439 ; 1394-1398

Erscheinungsdatum:

15.10.2013

Format / Umfang:

5 pages

ISSN:

1662-7482 , 1660-9336

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.1394

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Study , Rigid Pile Composite Foundation , Characters , Tangent-Modulus Method of Undisturbed Soil

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