[1]李海滨,柯胜旺,申艳军.高速公路拓宽工程中桩类型优选与板桩适应性分析[J].郑州大学学报(工学版),2017,38(05):44-49.[doi:10.13705/j.issn.1671-6833.2017.05.006]
　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]
点击复制

高速公路拓宽工程中桩类型优选与板桩适应性分析()
分享到：

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
38
期数:
2017年05期
页码:
44-49
栏目:
出版日期:
2017-09-26

文章信息/Info

Title:
Piles Kind Optimal and Sheet Pile Adaptability Analysis in Highway Extension Projects
作者:
李海滨; 柯胜旺; 申艳军
1.西安科技大学建筑与土木工程学院,陕西西安710054;2.普渡大学工程管理学院,印第安纳西拉法叶47906
Author(s):
Li Haibin1; Ke Shengwang2; Shen Yanjun2
1. School of Architecture and Civil Engineering, Xi’an University of Science and Technology, Xi’an, Shaanxi 710054; 2. School of Engineering Management, Purdue University, West Lafayette, Indiana 47906
关键词:
Keywords:
DOI:
10.13705/j.issn.1671-6833.2017.05.006
文献标志码:
A
摘要:
结合板桩结构在铁路中的广泛使用,在高速公路改扩建工程中引入板桩结构,通过模拟不同桩体类型和荷载不同位置时拓宽路堤的力学行为,提出优选的桩体类型和最不利荷载位置.然后连续观测并分析板桩结构与CFG桩处治段的沉降,阐明板桩结构在改扩建工程中的适应性.研究结果表明,PTC桩、CFG桩和水泥搅拌桩对拓宽工程沉降的影响效果逐渐减弱,从控制沉降角度应优选PTC桩和CFG桩;荷载的最不利位置是新路堤,施工过程中必须着重控制加宽行车道内侧的质量;板桩结构对降低差异沉降的效果在半刚性基层施工过程中逐渐显现,在面层施工阶段优势明显,板桩结构是传统软土地基处治方法的有效补充,在改扩建工程中具有很好的适用性和推广前景.
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.

相似文献/References:

[1]张然,汪海年,周俊,等.基于离散-连续耦合方法的土工格室加筋碎石承载能力数值模拟[J].郑州大学学报(工学版),2016,37(01):49.[doi:10.3969/j.issn.1671-6833.201410012]
　Wang Hainian,Zhang Ran,Zhou Jun,et al.Numerical Simulation of the Bearing Capacity for Geocell Reinforced Gravel Based on Discrete-Continuous Coupling Calculation[J].Journal of Zhengzhou University (Engineering Science),2016,37(05):49.[doi:10.3969/j.issn.1671-6833.201410012]
[2]孙增智,田俊壮,杨凯,等.干湿循环作用下盐分对桥墩混凝土耐久性影响实验研究[J].郑州大学学报(工学版),2016,37(05):6.[doi:10.13705/j.issn.1671-6833.2016.05.002]
　Sun Zengzhi,Tian Junzhuang,Yang Kai,et al.Effect of Salt on Concrete Durability Under Dry-wet Cycle[J].Journal of Zhengzhou University (Engineering Science),2016,37(05):6.[doi:10.13705/j.issn.1671-6833.2016.05.002]
[3]栗培龙,马松松,李建阁,等.炭黑改性沥青混合料的动态响应主曲线分析[J].郑州大学学报(工学版),2018,39(04):12.[doi:10.13705/j.issn.1671-6833.2018.01.022]
　Li Peilong,Ma Songsong,Li Jiange,et al.Analysis of Dynamic Response Master Curve of Carbon Black Modified Asphalt Mixture[J].Journal of Zhengzhou University (Engineering Science),2018,39(05):12.[doi:10.13705/j.issn.1671-6833.2018.01.022]
[4]梁九凯,奥村运明,袁卫军.C9石油树脂对SBS改性沥青性能的增强效果研究[J].郑州大学学报(工学版),2022,43(02):105.[doi:10.13705/j.issn.1671-6833.2022.02.008]
　LIANG Jiukai,OKUMURA Ummin,YUAN Weijun.Strengthening Effect of C9 Petroleum Resin on SBS Modified Asphalt[J].Journal of Zhengzhou University (Engineering Science),2022,43(05):105.[doi:10.13705/j.issn.1671-6833.2022.02.008]

更新日期/Last Update: