Recent Progress on Experimental and Theoretical Research of Soil Nail Pullout Mechanism

张诚成; 朱鸿鹄; 周游; 施斌

doi:10.13409/j.cnki.jdpme.2013.s1.027

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Recent Progress on Experimental and Theoretical Research of Soil Nail Pullout Mechanism

更新时间：2025-12-11

- Recent Progress on Experimental and Theoretical Research of Soil Nail Pullout Mechanism
- Vol. 33, Issue S1, Pages: 138-146(2013)
- 作者机构：
- 作者简介：
- 基金信息：
- DOI：10.13409/j.cnki.jdpme.2013.s1.027
  CLC： U476
- Published：2013
- 稿件说明：
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[1]张诚成,朱鸿鹄,周游,施斌.土钉拉拔机理的试验及理论研究进展[J].防灾减灾工程学报,2013,33(S1):138-146.

张诚成, 朱鸿鹄, 周游, et al. Recent Progress on Experimental and Theoretical Research of Soil Nail Pullout Mechanism[J]. 2013, 33(S1): 138-146.
[1]张诚成,朱鸿鹄,周游,施斌.土钉拉拔机理的试验及理论研究进展[J].防灾减灾工程学报,2013,33(S1):138-146. DOI： 10.13409/j.cnki.jdpme.2013.s1.027.

张诚成, 朱鸿鹄, 周游, et al. Recent Progress on Experimental and Theoretical Research of Soil Nail Pullout Mechanism[J]. 2013, 33(S1): 138-146. DOI： 10.13409/j.cnki.jdpme.2013.s1.027.

摘要

简要介绍了近年来土钉支护技术在国际上的研究进展状况

选取了一些具有代表性的国家和地区

对该技术的发展历程进行了对比和归纳。同时

分析了目前现场、室内土钉拉拔的试验方法、相关设备及其工作原理

对拉拔试验结果的影响因素进行了论述。在此基础上

对理想弹-塑性模型、双折线模型和双曲线模型等常用的土钉拉拔模型分别进行了阐述和评价

并总结了以有限单元法为主要方法的土钉拉拔数值模拟的研究近况。最后概括了土钉拉拔研究中存在的一些问题

介绍了近期的研究新动向

并针对新型材料土钉及其时间效应的研究提出了具体的建议。

Abstract

A brief description of the recent advances of the soil nailing technique in the world is given in this paper

and the development of this technique in some typical countries and regions are compared and summarized.Simultaneously

the common methods

devices and the principles of field and laboratory soil nail pullout tests are introduced

and the influence factors affecting the pullout test results are discussed.On this basis

some theoretical models

including the ideal elasto-plastic model

the bilinear model

and the hyperbolic model

are presented and evaluated. The research advances of numerical analysis methods that have been utilized for simulating soil nail pullout behavior

such as the finite element method（FEM）

are summarized.Finally

some problems in the study on soil nail pullout performance and the new research trends are introduced.Detailed recommendations are provided for further study on soil nails made of new materials and their time dependent characteristics.

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references

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