基于正交试验法的顶管端头土体加固效果评价

doi:10.3973/j.issn.1672-741X.2016.03.006

隧道建设（中英文） ›› 2016, Vol. 36 ›› Issue (3): 282-287.DOI: 10.3973/j.issn.1672-741X.2016.03.006

基于正交试验法的顶管端头土体加固效果评价

吴飞¹，孙阳²，邵国建¹，钱军³，刘勇⁴

(1. 河海大学力学与材料学院，江苏南京 210098； 2. 河海大学港口海岸与近海工程学院，江苏南京 210098； 3. 中铁四局集团南京分公司，江苏南京210011； 4. 南京市政管理处，江苏南京 210036）

收稿日期:2015-08-10 修回日期:2015-09-20 出版日期:2016-03-20 发布日期:2016-03-30
作者简介:吴飞（1990—），男，湖北武穴人，河海大学固体力学专业在读硕士，研究方向为隧道与地下空间的理论与力学分析。Email: 545547770@qq.com。
基金资助:
国家自然科学基金资助(51309151)；中央高校基本科研业务费专项资金资助(2014B17414)；国家自然科学基金资助（51278169）

Evaluation of Reinforcement Effect of Ends Soil in Pipe Jacking Machine Launching and Arrival Based on Orthogonal Experiment Method

WU Fei¹, SUN Yang², SHAO Guojian¹, QIAN Jun³, LIU Yong⁴

(1. College of Mechanics and Materials, Hohai University, Nanjing 210098, Jiangsu, China; 2. College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing 210098, Jiangsu, China; 3. Nanjing Branch Co., Ltd. of CTCE Group, Nanjing 210011, Jiangsu, China; 4. Nanjing Municipal Administration, Nanjing 210036, Jiangsu, China)

Received:2015-08-10 Revised:2015-09-20 Online:2016-03-20 Published:2016-03-30

摘要/Abstract

摘要：

顶管始发与到达时的端头土体加固是隧道施工成败的关键。对现有的滑移失稳理论做出改进，得出了端头土体纵向加固厚度大于洞口高度时的稳定系数计算公式；使用三维有限元数值模拟，计算拔除洞口H型钢支护和机头穿越加固区后的端头土体地表沉降；最后采用正交试验法分析了纵向加固厚度、加固强度和上覆土厚度3种因素对端头土体加固效果影响的主次关系。结果表明：覆土厚度和加固强度对端头土体地表最大沉降值影响并不显著，而加固厚度对其影响很大，增加端头土体的纵向加固厚度可有效减小地表最大沉降值；覆土厚度与端头土体稳定系数呈负相关，加固厚度和加固强度与端头土体稳定系数呈正相关。

关键词: 顶管, 端头土体, 正交试验, 加固效果, 滑移失稳理论

Abstract:

The end soil reinforcement of pipe jacking launching and arrival is the key to successful tunnel construction. In this paper, the formula of stability coefficient is given when the longitudinal thickness of reinforced soil is greater than the height of the tunnel entrance, which is an improvement for the existing sliding instability theory; and then three dimensional FEM is used to calculate the surface settlement when the Hsteel support is removed and when the shield crossed the reinforced area. Finally, the orthogonal experiment method is adopted to analyze the influence of longitudinal thickness of reinforced soil, the strength of reinforced soil and the thickness of cover on reinforcement effect of end soil. The results show that: 1) The thickness of cover and the strength of reinforced soil affect the maximum ground surface settlement slightly; but the thickness of reinforced soil affects the maximum ground surface settlement greatly. 2) The maximum ground surface settlement can be reduced by increasing the longitudinal thickness of end soil. 3) The thickness of cover is negatively correlated to the stable coefficient of end soil; and the thickness of reinforced soil and strength of reinforced soil is positively correlated to the stable coefficient of end soil. The results can provide an effective way to decide the scheme of end soil reinforcement in the future.

Key words: pipe jacking, end soil, orthogonal experiment, reinforcement effect, sliding instability theory

中图分类号:

U 45

吴飞，孙阳，邵国建，钱军，刘勇. 基于正交试验法的顶管端头土体加固效果评价[J]. 隧道建设, 2016, 36(3): 282-287.

WU Fei, SUN Yang, SHAO Guojian, QIAN Jun, LIU Yong. Evaluation of Reinforcement Effect of Ends Soil in Pipe Jacking Machine Launching and Arrival Based on Orthogonal Experiment Method[J]. Tunnel Construction, 2016, 36(3): 282-287.

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基于正交试验法的顶管端头土体加固效果评价

Evaluation of Reinforcement Effect of Ends Soil in Pipe Jacking Machine Launching and Arrival Based on Orthogonal Experiment Method

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