|Table of Contents|

Physical modeling test on shield tunnel crossing ground fissure with 30°(PDF)

长安大学学报(自然科学版)[ISSN:1006-6977/CN:61-1281/TN]

Issue:
2009年04期
Page:
63-68
Research Field:
Publishing date:
2009-08-20

Info

Title:
Physical modeling test on shield tunnel crossing ground fissure with 30°
Author(s):
HU Zhi-ping1PENG Jian-bing2HUANG Qiang-bing2WANG Qi-yao1
1.School of Civil Engineering,Chang’an University,Xi’an 710061,Shaanxi,China;2.School of Geology Engineering and Geomatics,Chang’an University,Xi’an 710054,Shaanxi,China
Keywords:
tunnel engineering segment lining shield tunnel ground fissure
PACS:
U451.5
DOI:
-
Abstract:
In order to study the influence rule and deformation destructive character of shield tunnel segment lining structure cross the ground fissure with 30°, based on the background of Xian metro shield tunnel and the geological environment of Xian ground fissure, the similar constant of segment lining structure modeling is designed according to the similar theory. The parameters of model concrete, model reinforcement bar, model structure country soil, model segment and bolt are designed. Strain measurement of structure reinforcement bar and concrete, measurements of contact soil pressure and peripheral soil, convergence displacement of segment lining and the soil displacement on the top of model can be accomplished in the model test. With the assistance of foundation settlement test plate, the hanging layer of ground fissure relative to lining layer slowly falling is realized by the slowly falling of latching jack. The activity speed and faulted quantity of ground fissure is implemented by the operation speed and distance of jack controlled by the controller. The test result shows that the design can meet the needs of the modeling test to study the deformation destructive character and domain of shield tunnel segment lining structure cross the ground fissure with 30°, and the test target can be realized. The foundation settlement test plate is suitable to simulate the activity of ground fissure. 1 tab, 11 figs, 10 refs.

References:

[1]彭建兵,范文,李喜安,等.汾渭盆地地裂缝成因研究中的若干关键问题[J].工程地质学报,2007,15(4):433440. PENG Jianbing,FAN Wen,LI Xian,et al.Some key questions in the formation of ground fissures in the FenWei basin [J].Journal of Engineering Geology,2007,15(4):433440.
[2]黄强兵,彭建兵,范文,等.西安地铁二号线沿线地裂缝未来位错量估算及工程分级[J].工程地质学报,2007,15(4):469474. HUANG Qiangbing,PENG Jianbing,FAN Wen,et al.Estimation of the maximum displacement of ground fissures along Xian metro line 2 and its engineering classification[J].Journal of Engineering Geology,2007,15(4):469474.
[3]周生国,黄伦海,蒋树屏,等.黄土连拱隧道施工方法模型试验研究[J].地下空间与工程学报,2005,1(2):188191. ZHOU Shengguo,HUANG Lunhai,JIANG Shuping,et al.Study on the reasonable construction method for a loess doublearch highway tunnel[J].Chinese Journal of Underground Space and Engineering,2005,1(2):188191.
[4]蒋树屏,黄伦海,宋从军.利用相似模拟方法研究公路隧道施工力学形态[J].岩石力学与工程学报,2002,21(5):662666. JIANG Shuping,HUANG Lunhai,SONG Congjun.Physical simulation analysis on construction mechanics behavior of road tunnel[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(5):662666.
[5]张厚美,过迟,付德明.圆形隧道装配式衬砌接头刚度模型研究[J].岩土工程学报,2000,22(3):309313. ZHANG Houmei,GUO Chi,FU Deming.A study on the stiffness model of circular tunnel prefabricated lining[J].Chinese Journal of Geotechnical Engineering,2000,22(3):309313.
[6]唐志成,何川,林刚.地铁盾构隧道管片结构力学行为模型试验研究[J].岩土工程学报,2005,27(1):8589. TANG Zhicheng,HE Chuan,LIN Gang.Study on mechanical behavior of segment of shield tunnel of metro with model test[J].Chinese Journal of Geotechnical Engineering,2005,27(1):8589.
[7]鞠杨,徐广泉,毛灵涛,等.盾构隧道衬砌结构应力与变形的三维数值模拟与模型试验研究[J].工程力学,2005,22(3):157165. JU Yang,XU Guangquan,MAO Lingtao,et al.3D numerical simulation of stress and strain porperties of concrete shield tunnel lining and modeling experiments[J].Engineering Mechanics,2005,22(3):157165.
[8]宫秀滨,徐永杰,韩静玉.隧道值构法施工土压力的计算与选择[J].筑路机械与施工机械化,2007,24(11):4648. GONG Xiubin,XU Yongjie,HAN Jingyu.Selection and calculation of the earth pressure for shield tunneling[J].Road Machinery & Consturction Mechanization,2007,24(11):4648.
[9]胡志平,赵振荣,朱启东,等.西安某地裂缝两侧黄土物理力学性质实验研究[J].地球科学与环境学报,2009,31(1):8588. HU Zhiping,ZHAO Zhenrong,ZHU Qidong,et al.Experimental study on loess physical and mechanical properties adjacent ground fissure in Xian[J].Journal of Earth Sciences and Environment,2009,31(1):8588.
[10]胡志平,冯紫良,刘学山,等.盾构隧道管片衬砌结构稳定性风险分析[J].同济大学学报:自然科学版,2004,32(5):581586. HU Zhiping,FENG Ziliang,LIU Xueshan,et al.Study on risk assessment of structure stability in shield tunnel[J].Journal of Tongji University:Nature Science,2004,32(5):581586.

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Last Update: 2009-08-20