Stress and deformation response of pipe jacking in upper-soft and lower-hard strata: A case study in Changsha

IF 4.4 2区 工程技术 Q1 ENGINEERING, MECHANICAL
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Abstract

Constructing underground structures using the pipe jacking technique presents challenges in upper-soft and lower-hard strata. The complicated strata conditions make pipes prone to deflection, leading to problems such as cracking, pipe joints failure and water leakage. To determine the stress and jacking force characteristics of pipe jacking during the entire construction period in upper-soft and lower-hard strata, this paper presents a case study of pipe jacking passing through upper-soft and lower-hard strata in Changsha, China. Pipes stresses at two wings, and the top crest in the longitudinal directions for six different pipe sections were monitored. Then, a jacking force model is proposed to describe the additional thrust after deflection in upper-soft and lower-hard strata. The results show that the jacking force induced by upper-soft and lower-hard strata exhibits a tortuous increase and causes pipe deflection. The stress and deflection patterns in different monitoring pipes are consistent. The maximum pipe stresses during the jacking were 9.26 MPa in the longitudinal direction and 394 % increasing after deflection. Axial stress in test pipes exhibit nonlinearly transfer, with the distribution of friction resistance forms a“W”shape between pipes. An excessive alignment deflection would generate incremental jacking force, which strengthens with larger deflection. By regarding the composite formation area as a fully contact model with the surrounding rock, and uniform formation as a contact with the bottom of the surrounding rock, and the formulas were corrected for deeply buried pipe under uniform formation. Combining the calculation results and field data, the predict model is validated. The calculation method that can effectively predict the jacking force after pipe alignment deflection in upper-soft and lower-hard strata. The results of this study can provide beneficial guidance for the design and construction of pipe jacking.

上软下硬地层中顶管施工的应力和变形响应:长沙案例研究
在上软下硬的地层中使用顶管技术建造地下结构是一项挑战。复杂的地层条件使管道容易发生变形,导致开裂、管接头失效和漏水等问题。为了确定顶管在上软下硬地层中整个施工期间的应力和顶力特性,本文对中国长沙市顶管穿越上软下硬地层的情况进行了案例研究。对六个不同管段的两翼和顶峰纵向应力进行了监测。然后,提出了一个顶力模型来描述上软下硬地层变形后的附加推力。结果表明,上软下硬地层引起的顶力呈迂回上升趋势,并导致管道变形。不同监测管道的应力和变形模式是一致的。顶进过程中管道纵向最大应力为 9.26 兆帕,挠曲后应力增加了 394%。试验管道的轴向应力呈非线性传递,管道间的摩擦阻力分布呈 "W "形。过大的对准挠度会产生增量顶力,随着挠度增大,顶力也会增强。将复合地层区域视为与围岩完全接触的模型,均匀地层视为与围岩底部接触的模型,并对均匀地层下的深埋管道进行了公式修正。结合计算结果和现场数据,对预测模型进行了验证。该计算方法可有效预测上软下硬地层中管道对中变形后的顶力。研究结果可为顶管设计和施工提供有益指导。
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来源期刊
Engineering Failure Analysis
Engineering Failure Analysis 工程技术-材料科学:表征与测试
CiteScore
7.70
自引率
20.00%
发文量
956
审稿时长
47 days
期刊介绍: Engineering Failure Analysis publishes research papers describing the analysis of engineering failures and related studies. Papers relating to the structure, properties and behaviour of engineering materials are encouraged, particularly those which also involve the detailed application of materials parameters to problems in engineering structures, components and design. In addition to the area of materials engineering, the interacting fields of mechanical, manufacturing, aeronautical, civil, chemical, corrosion and design engineering are considered relevant. Activity should be directed at analysing engineering failures and carrying out research to help reduce the incidences of failures and to extend the operating horizons of engineering materials. Emphasis is placed on the mechanical properties of materials and their behaviour when influenced by structure, process and environment. Metallic, polymeric, ceramic and natural materials are all included and the application of these materials to real engineering situations should be emphasised. The use of a case-study based approach is also encouraged. Engineering Failure Analysis provides essential reference material and critical feedback into the design process thereby contributing to the prevention of engineering failures in the future. All submissions will be subject to peer review from leading experts in the field.
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