FINITE ELEMENT ANALYSIS OF BEARING CAPACITY AND FAILURE MECHANISM OF HORIZONTAL JET GROUTING ARCH

Zhang Huile; Liu Jianguo; Zhang Huidong; Guo Dongmei; Zhao Yanfei

doi:10.13204/j.gyjz201009017

Volume 40 Issue 9

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(9): 66-69,104

Zhang Huile, Liu Jianguo, Zhang Huidong, Guo Dongmei, Zhao Yanfei. FINITE ELEMENT ANALYSIS OF BEARING CAPACITY AND FAILURE MECHANISM OF HORIZONTAL JET GROUTING ARCH[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 66-69,104. doi: 10.13204/j.gyjz201009017

Citation:

Zhang Huile, Liu Jianguo, Zhang Huidong, Guo Dongmei, Zhao Yanfei. FINITE ELEMENT ANALYSIS OF BEARING CAPACITY AND FAILURE MECHANISM OF HORIZONTAL JET GROUTING ARCH[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 66-69,104. doi: 10.13204/j.gyjz201009017

Citation:

PDF( 0 KB)

FINITE ELEMENT ANALYSIS OF BEARING CAPACITY AND FAILURE MECHANISM OF HORIZONTAL JET GROUTING ARCH

doi: 10.13204/j.gyjz201009017

1.
1. MCC Central Research Institute of Building and Construction,Beijing 100088,China;
2.
2. China Jingye Engineering Corporation Limited,Beijing 100088,China

Received Date: 2010-04-28
Publish Date: 2010-09-20

Abstract

Abstract

The in-situ loading test was performed and the experimental data were used to verify the computational results from the finite element methods,which showed that the finite element program was reliable.By virtue of numerical analysis,the failure process can be reproduced.It is found that the plastic strains firstly appear on the junctions of cement mixing piles by horizontal jet grouting.With increasing of the load,the plastic zone expands and joints together at last.
- numerical analysis,
- horizontal jet grouting arch,
- in-situ loading tests,
- plastic deformation zone

FullText(HTML)

References(12)

References

[2] Esters K.HDI-Horizontal als Sicherungsschirm im Tunnelbau[C]∥Tunnelbau im Rhein-Ruhr-Gebiet.Essen，Deutschland:Universitaet GHS Essen，1991.

Tomaghi R，Perelli C A.Soil Improvement by Jet Grouting for theSolution of Tunneling Problems[C]∥ Proceedings of the 4thInternational SymposiumTunneling 85.England: 1985.

[3] 小委員会連セシナ一.高压ジエシトフォアパイリソグ(2)MJS(メトロジェットシステム) 工法[J].トニネルと地下，1995，26(7):77-84.

[4] 朱庆林.水平旋喷[C]∥ 第二届全国地基处理学术讨论会论文集.北京:中国建筑工业出版社，1989:435-443.

[5] 李相然，贺可强.高压旋喷注浆技术与应用[M].北京:中国建材工业出版社，2007.

[6] 王梦恕.地下工程浅埋暗挖技术通论[M].合肥:安徽教育出版社，2004.

[7] Liu Zhong，Zhang Huile.An Experimental Research on Full ScaleTunnel Jet Grouting Arch [C]∥ New Development in RockMechanics and Engineering，Sanya，China: 2009:477-484.

[8] 刘钟，柳建国.隧道全方位高压喷射注浆拱棚超前支护新技术[J].岩石力学与工程学报，2009，28(1):59-65.

[9] 孙星亮，刘勇，王朝建.国内外水平旋喷注浆加固技术的应用发展[J].探矿工程(岩土钻掘工程)，2001(1): 8-11.

[10] 孟凤朝.深圳地铁大－科区间隧道水平旋喷桩施工技术[J].铁道工程学报，2003，78(2).

[11] 刘勇，孙星亮，朱永全，等.水平旋喷预支护技术在铁路隧道中的应用[J].岩石力学与工程学报，2002，21(6):905-909.

[12] 李远宁，段玉刚，吴胜.浅埋软弱地层隧道旋喷预衬砌支护技术的研究[J].探矿工程(岩土钻掘工程)，2001(5):58-61.

Relative Articles

[1]	ZHAO Shirui, SUN Zhijuan, LIU Jiliang, CHU Mingjin. Comparative Analysis of Mortise-Tenon Joint Shear Walls with Different Structures[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(2): 101-110. doi: 10.3724/j.gyjzG22092410
[2]	MA Shaochun, TAN Shilong, BAO Peng, CHANG Haosong. Seismic Tests and Finite Element Analysis of Joints for L-Shaped Ceramsite Concrete Composite Shear Walls[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(8): 9-18. doi: 10.3724/j.gyjzG23082902
[3]	ZHANG Beibei, WU Tingliang, WANG Yusong, JIN Mingchao. Stability Analysis on Foundation Treatment for a Transverse Karst Cave in Guiyang[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 133-139. doi: 10.13204/j.gyjzG21032405
[4]	XIAO Jie, TAN Yuefeng, TONG Chao, YANG Heping, CHANG Jin, ZOU Weilie, CHEN Guanyi. Numerical Analysis for Shallow Landslides of Expansive Soil Slopes Based on Three Fields Coupling[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(7): 128-136,118. doi: 10.13204/j.gyjzg21070206
[5]	HU Hao. INFLUENCING FACTOR ANALYSIS ON THE BEARING CAPACITY OF JOINTS IN PRECAST CONCRETE SEGMENTAL BRIDGE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 88-95. doi: 10.13204/j.gyjz202003015
[6]	YU Haifeng, HAO Mengtian, MA Jiansuo, YU Ke. QUASI-STATIC TEST AND NUMERICAL ANALYSIS OF PREFABRICATED SHEAR WALL WITH VERTICAL CONNECTIONS OF EMBEDDED STEEL PLATE AND BOLT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 24-30. doi: 10.13204/j.gyjz202005005
[7]	Chen Jingjing, Ru Zhongliang, Wei Zushuai. NUMERICAL MODELING OF HYDRAULIC FRACTURE BASED ON PORE PRESSURE COHESIVE CRACK[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 103-106. doi: 10.13204/j.gyjz201504019
[8]	Mei Yuan Hu Changming Wei Yifeng Zhao Nan Liu Dajiang Yuan Yili, . CENTRIFUGAL TEST AND STABILITY ANALYSIS OF A HIGH-FILLED COLLAPSIBLE LOESS SLOPE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 93-97. doi: 10.13204/j.gyjz201506019
[9]	Guo Hongchao, Zhong Xuan. MECHANICAL BEHAVIOR NUMERICAL ANALYSIS OF Q460 EQUAL LEG ANGLE BASED ON THE TRANSMISSION TOWER STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 162-166. doi: 10.13204/j.gyjz201312030
[10]	Li Yongjing, Zhang Jing, Zhang Xu. THE VIBRATION CONTROL EFFECT ANALYSIS OF TORSION COUPLING RESPONSE OF ECCENTRIC STRUCTURES WITH THE VISCOUS DAMPERS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 68-72. doi: 10.13204/j.gyjz201305015
[11]	Huang Junjie, Su Qian, Zhou Heng, Zheng Jianbin. REINFORCEMENT DESIGN OF THE DISEASE PILE FOUNDATION OF EXISTING BRIDGE IN KARST AREA AND NUMERICAL ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 166-170. doi: 10.13204/j.gyjz201207029
[12]	Chen Lanyun, Shu Zhong, Yi Nangai. NUMERICAL SIMULATION OF VERTICAL BEARING CAPACITY OF POST-GROUTING BORED PILES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 78-81. doi: 10.13204/j.gyjz201107018
[13]	Qin Jianjian, Che Jialing, Dong Pan, Wang Jing, Zhang Jun. STABILITY ANALYSIS OF COUPLER STEEL TUBE FALSEWORK UNDER DOUBLE-DIRECTION LOAD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 47-50,54. doi: 10.13204/j.gyjz201002011
[14]	Zhou Lianjun, Peng Zhenbin, He Zhongming, Peng Wenxiang. NUMERICAL ANALYSIS FOR SIZE EFFECT OF STRATIFIED ROCK MASS UNDER COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 81-83,105. doi: 10.13204/j.gyjz200905017
[15]	Wang Aimin, Yao Qianfeng, Wu Minzhe. NONLINEAR NUMERICAL ANALYSIS OF INFLUENCE OF FILLED-BLOCK ON BEHAVIOR OF MULTI-RIBBED COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 9-13. doi: 10.13204/j.gyjz200801003
[16]	Tian Ruijun, Du Xiuli, Peng Yijiang. NUMERICAL SIMULATION ON COMPRESSION FAILURE PROCESS OF CONCRETE AND SIZE EFFECT[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 68-72112. doi: 10.13204/j.gyjz200804018
[17]	Xu Biao, Wang Qi-zhi. DEFORMATION PROPERTY OF PILE GROUP COMPOSITE FOUNDATION IN LAYERED SOIL SUBJECTED TO A HORIZONTAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 88-92. doi: 10.13204/j.gyjz200712021
[18]	Wang Yingge. FIELD TEST AND NUMERICAL ANALYSIS OF INTERACTION OF PILE- RAFT FOUNDATION ULTRA - HIGH TUBE-IN-TUBE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 10-15. doi: 10.13204/j.gyjz200505003
[19]	Chen Limin, Chen Sizuo. NUMERICAL ANALYSIS AND EXPERIMENTAL STUDY ON LOCAL STABILITY OF CYLINDRICAL SHELL UNDER AXIAL LOADS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 69-72. doi: 10.13204/j.gyjz200510021
[20]	Liu Zhigang, Wang Qizhi, Peng Shengen. DEFORMATION BEHAVIOR OF COMPOSITE FOUNDATION UNDER HORIZONTAL LOADING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 60-63. doi: 10.13204/j.gyjz200502017