Numerical Analysis of Long--short—-pile Composite Foundation in Collapsible Loess Area
[1]REN Rui,XIE Yongli,LAI Hongpeng.Numerical Analysis of Long--short—-pile Composite Foundation in Collapsible Loess Area[J].Journal of Zhengzhou University (Engineering Science),2010,31(01):51-.
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
31
Number of periods:
2010 01
Page number:
51-
Column:
Public date:
2010-01-30
- Title:
- Numerical Analysis of Long--short—-pile Composite Foundation in Collapsible Loess Area
- Keywords:
- subgrade engineering; long—short—pile; collapsible loess; stress ratio of pile and soil; foundation defcIrmation
- CLC:
- -
- DOI:
- -
- Abstract:
- In view of collapsible loess foundation in Zhengzhou—Xi’an passenger—dedicated lines，this paperanalyses the properties of long—-short—·pile composite foundation under the embankment load with finite ele··ment method to reach load transmission on pile in long—short—pile composite foundation，Mohr—Columnelasto—plastical constitutive model for soil and piles．The multi—stage filling by using life and death elementtechnology is stimulated．It shows that the influence of parameter of long pile on long—short—pile compositefoundation is more than the influence of short pile．The results are used to improve and to establish the long—short—pile computation theory for the subsidence of composite foundation with practical distinct meanings．
- References:
- -
- Similar References:
Memo
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Last Update:
1900-01-01
