Piles Kind Optimal and Sheet Pile Adaptability Analysis in Highway Extension Projects
[1]Li Haibin,Ke Shengwang,Shen Yanjun.Piles Kind Optimal and Sheet Pile Adaptability Analysis in Highway Extension Projects[J].Journal of Zhengzhou University (Engineering Science),2017,38(05):44-49.[doi:10.13705/j.issn.1671-6833.2017.05.006]
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
38卷
Number of periods:
2017 05
Page number:
44-49
Column:
Public date:
2017-09-26
- Title:
- Piles Kind Optimal and Sheet Pile Adaptability Analysis in Highway Extension Projects
- Keywords:
-
road engineering; extension projects; differential settlement; cement concrete sheet pile; pile kinds optimal
- CLC:
- -
- DOI:
- 10.13705/j.issn.1671-6833.2017.05.006
- Abstract:
- With the increasing of highway extension projects and widely use of sheet piles in railway construction,the mechanical behavior of extension embankment was analyzed through simulating different kinds of pile and load of different positions.Then the optimal pile kind and the most unfavorable load position were proposed.Through continuous observing of settlement in sheet pile section and CFG pile section,the optimal adaptability of sheet pile was showed in extension projects.The analysis results showed that the effect on settlement of PTC pile,CFG pile and cement mixing pile was gradually decreased.The PTC pile and CFG pile should be firstly selected from the options of controlling settlement.The most unfavorable load position was in new embankment and its quality was the key control point in construction.The effect on decreasing differential settlement was appeared in process of semi-rigid base construction,and it would be even obvious in pavement construction.The sheet pile was an effective supplement to traditional soft soil treatment methods.It had better adaptability and foreground in highway extension projects.
- References:
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