A New Type of Pile – Long with Cushion-Short without Cushion Rigid Pile: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

A New Type of Pile – Long with Cushion-Short without Cushion Rigid Pile

Zhang, Ming Fei / Yang, Guang Hua / Wang, En Qi

At present, in the deep soft soil area, pile types of composite foundation include rigid-flexible and long-short piles, rigid long- short pile , pile partner, and this paper proposes a new type of pile - rigid long-short piles with no cushion short pile. Using the one Finite element software Midas- GTS , this paper compared these pile types ,in vertical direction element stress, pile-soil stress ratio and cushion stress level the cushion of pile-soil stress ratio and stress level, to illustrate the advantages of the new pile.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

A New Type of Pile – Long with Cushion-Short without Cushion Rigid Pile

Zhang, Ming Fei / Yang, Guang Hua / Wang, En Qi

At present, in the deep soft soil area, pile types of composite foundation include rigid-flexible and long-short piles, rigid long- short pile , pile partner, and this paper proposes a new type of pile - rigid long-short piles with no cushion short pile. Using the one Finite element software Midas- GTS , this paper compared these pile types ,in vertical direction element stress, pile-soil stress ratio and cushion stress level the cushion of pile-soil stress ratio and stress level, to illustrate the advantages of the new pile.

A New Type of Pile – Long with Cushion-Short without Cushion Rigid Pile

Zhang, Ming Fei / Yang, Guang Hua / Wang, En Qi

At present, in the deep soft soil area, pile types of composite foundation include rigid-flexible and long-short piles, rigid long- short pile , pile partner, and this paper proposes a new type of pile - rigid long-short piles with no cushion short pile. Using the one Finite element software Midas- GTS , this paper compared these pile types ,in vertical direction element stress, pile-soil stress ratio and cushion stress level the cushion of pile-soil stress ratio and stress level, to illustrate the advantages of the new pile.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

A New Type of Pile – Long with Cushion-Short without Cushion Rigid Pile

Contributors:

Zhang, Ming Fei / Yang, Guang Hua / Wang, En Qi

Published in:

Applied Mechanics and Materials ; 166-169 ; 803-808

Publication date:

2012-05-14

Size:

6 pages

ISSN:

1662-7482 , 1660-9336

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.803

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Pile-Soil Stress Ratio , Midas-GTS , Long with Cushion - Short without Cushion Rigid Pile , Cushion Stress Level

Similar titles

A New Type of Pile – Long with Cushion-Short without Cushion Rigid Pile

Zhang, Ming-Fei / Yang, Guang-Hua / Wang, En-Qi | Tema Archive | 2012

A New Type of Pile - Long with Cushion-Short without Cushion Rigid Pile

Zhang, M.F. / Yang, G.H. / Wang, E. | British Library Conference Proceedings | 2012

Numerical Analysis of Long-Short-Pile Composite Foundation with Cushion or No Cushion

Sun, L.Y. / Han, Z.J. / Bai, X.H. | British Library Conference Proceedings | 2011

Performance of rigid-flexible-pile foundation with cushion

Liu, K. / Xie, X. / Liu, H. | British Library Online Contents | 2010

Numerical Analysis of Long-Short-Pile Composite Foundation with Cushion or No Cushion

Sun, Lu Yuan ;Han, Zhi Jun ;Bai, Xiao Hong | Trans Tech Publications | 2011