ANALYSIS OF INTERNAL FORCE OF LATERAL SECTION OF BOX BURIED PIPELINE BASED ON PIPE-SOIL INTERACTION

Wang Baoquan; Yang Min; Xiong Juhua

doi:10.13204/j.gyjz200407009

Volume 34 Issue 7

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(7): 33-35,39

Yao Yangping, Qu Shan, Feng Xing, Hu Hexiang. THE DEFORMATION ANALYSIS OF STRUCTURE OF SUNKEN CAVE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 43-47. doi: 10.13204/j.gyjz201109009

Citation:

Wang Baoquan, Yang Min, Xiong Juhua. ANALYSIS OF INTERNAL FORCE OF LATERAL SECTION OF BOX BURIED PIPELINE BASED ON PIPE-SOIL INTERACTION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 33-35,39. doi: 10.13204/j.gyjz200407009

Yao Yangping, Qu Shan, Feng Xing, Hu Hexiang. THE DEFORMATION ANALYSIS OF STRUCTURE OF SUNKEN CAVE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 43-47. doi: 10.13204/j.gyjz201109009

Citation:

PDF( 0 KB)

ANALYSIS OF INTERNAL FORCE OF LATERAL SECTION OF BOX BURIED PIPELINE BASED ON PIPE-SOIL INTERACTION

doi: 10.13204/j.gyjz200407009

1.
Department of Geotechnical Engineering,Tongji University Shanghai 200092

Received Date: 2003-10-12
Publish Date: 2004-07-20

Abstract

Abstract

Structural mechanics method (SMM)is usually used to analyze rigid pipeline and the interaction between soil and pipeline is ignored.Transfer matrix approach (TMA)is presented to study interaction between soil and buried box pipeline in this paper.The results of comparing TMA to SMM show that the soil constraint influence should be considered.The effects of the changes of model parameters on pipeline-soil interaction are also discussed.
- box buried pipeline,
- Winkler model,
- interaction,
- transfer matrix approach

FullText(HTML)

References(4)

References

[2] 上海市政工程设计院,等.给水排水工程结构设计手册.北京:中国建筑工业出版社,1984.1 025～1 284

陈剑锋.开槽埋管与土共同作用分析及其软件编制:[硕士学位论文].上海:同济大学,2002

[3] 宰金珉,宰金璋.高层建筑基础分析与设计.北京:中国建筑工业出版社,1993.27～28

[4] 董建国,赵锡宏.高层建筑地基基础.上海:同济大学出版社,1997.6～10

Relative Articles

[1]	HAI Hong, ZHAO Chunyu, ZHANG Yannian. Optimized Analysis on Foundation Selection of Anchored Inverted Rib Foundations for Wind Turbines[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 162-170. doi: 10.13204/j.gyjzG22052106
[2]	Xue Jianyang, Lin Jianpeng, Ma Hui, Chen Zongping, Cui Weiguang. STIFFNESS AND DEFORMATION ANALYSIS OF STEEL REINFORCED RECYCLED CONCRETE ECCENTRIC COMPRESSION COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 109-113. doi: 10.13204/j.gyjz201308024
[3]	Chen Xi, Xu Wei, Zuo Yuzhu. CENTRIFUGAL MODEL TESTS ON MECHANICAL PROPERTY OF CELLULAR DIAPHRAGM WALL[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 67-71. doi: 10.13204/j.gyjz201302014
[4]	Wang Riguang, Shen Xiaopu, Zhang Weilin, Ma Wei. EXPERIMENTAL STUDY ON FORCE TRANSMISSION PROPERTIES OF THE HORIZONTAL AND VERTICAL CONNECTIONS OF SUPERIMPOSED WALL PANELS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 51-55. doi: 10.13204/j.gyjz201204011
[5]	Yang Yongxin, Wang Jiangen, Wang Quanfeng. EXPERIMENTAL RESEARCH ON DEFORMATION OF REINFORCED CONCRETE BEAM WITH HRBF500 STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 62-65. doi: 10.13204/j.gyjz201107014
[6]	Sun Qiang, Hu Shuqiao. DEFORMATION ANALYSIS AND REINFORCEMENT APPROACH OF YUANYANGHUI TUNNEL DURING EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 137-140. doi: 10.13204/j.gyjz201112030
[7]	Yao Yangping, Hu Hexiang, Hou Wei. DEVELOPMENT AND IMPLEMENTATION OF UNIFIED HARDENING MODEL IN FLAC3D[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 1-7,62. doi: 10.13204/j.gyjz201109001
[8]	Yao Yangping, Li Chunliang, Feng Xing. ANALYSIS OF DEFORMATION OF EMBANKMENT ON SOFT CLAY BASED ON UNIFIED HARDENING MODEL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 38-42. doi: 10.13204/j.gyjz201109008
[9]	Wang Siwei, Gao Danying, Liu Handong. STUDY ON STRENGTH AND DEFORMATION OF PLASTIC CONCRETE UNDER CYCLIC LOADING AND UNLOADING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 92-95. doi: 10.13204/j.gyjz200905020
[10]	Hou Jingpeng, Yuan Yong. ANALYSIS OF RESTRAINED DEFORMATION PROPERTIES OF REINFORCED CONCRETE AT EARLY AGE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 97-100. doi: 10.13204/j.gyjz200901021
[11]	Gao Danying, Yang Wentao, Xie Xiaopeng. DEFORMATIONS OF STEEL FIBER REINFORCED HIGH-STRENGTH CONCRETE SLABS SUBJECTED TO PUNCHING SHEAR[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 76-80. doi: 10.13204/j.gyjz200801019
[12]	Liu Yuyi, Yang Qin, Wang Xudong, Zai Jinmin. APPROXIMATE DISPLACEMENT SOLUTION FOR NON-HOMOGENEOUS SOIL MASS SUBJECTED TO A CIRCULAR VERTICAL UNIFORM LOAD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 72-75. doi: 10.13204/j.gyjz200812019
[13]	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
[14]	Liu Xuewu, Guo Yanlin, Zhang Qinglin, Liu Luyu. ANALYSIS OF INTERNAL FORCE AND DEFORMATION FOR THE NEW CCTV HEADQUARTERS DURING THE CONSTRUCTION PROCESS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 22-29. doi: 10.13204/j.gyjz200709004
[15]	Shao Jian-jun, Zhou Wei-dong, Huang Fang, Cao Guo-ping, Li Jin-bao, Zhao Qi-ming. STRENGTHENING FOUNDATION OF TRANSMISSION LINE TOWER BY COMPACTION GROUTING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 125-127,133. doi: 10.13204/j.gyjz200712030
[16]	Qin Jie, Xu Ruilong, Qin Yang, Xu Yake, Gao Heng, Li Zhenbao. EXPERIMENTAL RESEARCH ON PRESTRESSING CONSTRUCTION TECHNOLOGY OF NATIONAL GYMNASIUM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 16-19. doi: 10.13204/j.gyjz200701005
[17]	Xu Haofeng, Zhu Xiangrong, . APPLICATION OF GREY MODEL MGM(1,n) TO DEFORMATION MONITORING OF DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 83-86. doi: 10.13204/j.gyjz200611020
[18]	Yu Qing, Tao Zhong, Zhang Zheng. PARAMETER ANALYSIS OF LONG-TERM LOAD EFFECTS ON DEFORMATION OF FRP-CONFINED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 8-10,41. doi: 10.13204/j.gyjz200509003
[19]	Lei Jinbo, Sun Yeqing, Zou Qun, Liu Fangquan. NUMERICAL SIMULATION OF DISPLACEMENT FIELD FOR RIGID PILES WITH CAP COMPOSITE FOUNDATION UNDER THE EMBANKMENT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 64-66,99. doi: 10.13204/j.gyjz200511019
[20]	Liu Yongjian, Li Zhangming, Zhang Jianlong. RESEARCH ON MULTI-STEP PREDICTION OF DEEP EXCAVATION DEFORMATION BASED ON RECURRENT NEURAL NETWORK[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 22-25. doi: 10.13204/j.gyjz200409007