STUDY ON THE LONGITUDINAL MECHANICAL MODEL OF BURIED CULVERT DURING FOUNDATION DIFFERENTIAL SETTLEMENT

Shen Wenming; Tang Xiaowu; Bian Xuecheng; Chen Yunmin; Song Guang

doi:10.13204/j.gyjz201010018

Volume 40 Issue 10

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(10): 82-85

Li Yi, Zhao Wen, Yan Yunqi. METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 26-28,39. doi: 10.13204/j.gyjz200510009

Citation:

Shen Wenming, Tang Xiaowu, Bian Xuecheng, Chen Yunmin, Song Guang. STUDY ON THE LONGITUDINAL MECHANICAL MODEL OF BURIED CULVERT DURING FOUNDATION DIFFERENTIAL SETTLEMENT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 82-85. doi: 10.13204/j.gyjz201010018

Li Yi, Zhao Wen, Yan Yunqi. METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 26-28,39. doi: 10.13204/j.gyjz200510009

Citation:

PDF( 0 KB)

STUDY ON THE LONGITUDINAL MECHANICAL MODEL OF BURIED CULVERT DURING FOUNDATION DIFFERENTIAL SETTLEMENT

doi: 10.13204/j.gyjz201010018

1.
College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310058,China

Received Date: 2010-04-21
Publish Date: 2010-10-20

Abstract

Abstract

Foundation differential settlement is the main factor affecting longitudinal mechanical properties of the buried culvert.The more reasonable longitudinal mechanical model of underground culvert was established based on Pasternak foundation model considering the defect of Winkler foundation model.The deflection curve of culvert was derived and longitudinal mechanical properties were analyzed.The research shows that the deflection,rotation,bending moment and shear force of the culvert are mutated in the differential settlement region and the impact of differential settlement is limited.
- foundation,
- Pasternak model,
- culvert,
- differential settlement,
- longitudinal mechanical property

FullText(HTML)

References(7)

References

[2] 王旭,刘一通,刘晓曦.地基不均匀沉降对特长涵洞结构的影响[J].路基工程,2008 (5): 3-4.

吴小刚.交通荷载作用下软土地基中管道的受力分析模型研究[D].杭州:浙江大学,2004.

[3] Rajani B,Zhan C.Kuraoka S.Pipe-Soil Interaction Analysis forJointed Water Mains[J].Canadian Geotechnical Jonural,1996,33(3): 393-404.

[4] 张土乔,李洵,吴小刚.地基差异沉降时管道的纵向力学性状分析[J].中国农村水利水电,2003 (7): 46-48.

[5] Selvadurai A.土与基础相互作用的弹性分析[M].北京: 中国铁道出版社,1984.

[6] 黄义,何芳社.弹性地基上的梁、板、壳[M].北京:科学出版社,2005.

[7] Tanahashi H.Formulas for an Infinitely Long Bernoulli-EulerBeam on the Pasternak Model [J].Journal of the JapaneseGeotechnical Society,2004,44(5):109-118.

Relative Articles

[1]	ZHOU Wansen, ZHONG Jufang, ZHANG Yanhong, HU Xiao. Research on Time-Frequency Parameter Prediction Models of Ground Motion[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(12): 177-185. doi: 10.3724/j.gyjzG22110105
[2]	SUN Xiaoyun, HUANG Linjie, ZENG Bin, SHI Zheng, XIE Qin. Analysis of Seismic Performance of Self-Centering Concrete Frame Structures Characterized by Low Prestressing and Slope Friction[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 38-45. doi: 10.3724/j.gyjzG24091003
[3]	SUI Weining, MA Yong, YANG Haitao, WU Jinguo. Experimental Study on Mechanical Properties of a New Connection Joint Between PC External Wall Panel and Steel Frame with Frictional Energy Dissipation[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 109-117. doi: 10.13204/j.gyjzG22011501
[4]	LIU Hang, LI Mu, YANG Xuezhong, HAN Mingjie, TIAN Yuji. Experimental Research on Seismic Performance of Self-centering Prefabricated RC Frame Structures[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 65-73. doi: 10.13204/j.gyjzG21062601
[5]	HUANG Linjie, ZENG Bin, ZHOU Zhen, ZHANG Wenqing, SANG Chenxu, ZHANG Jingru. Influence of Joint Stiffness After Gap Opening on Seismic Performance of Self-Centering Prestressed Concrete Frames with Variable Friction Dampers[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 88-93. doi: 10.13204/j.gyjzG22072916
[6]	CHANG Zhaoqun, LIU Boquan, HAN Meng, BAI Tao, XING Guohua, WANG Shuangbing. DESIGN AND NUMERICAL ANALYSIS OF AN INNOVATIVE SELF-CENTERING FRICTION DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 138-142,221. doi: 10.13204/j.gyjzG20080402
[7]	HUANG Ming, LIU Ye, DING Yi, LYU Qingfang. EXPERIMENTAL RESEARCH ON SELF-CENTERING CLB ROCKING WALL EQUIPPED WITH CFD[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 40-46,61. doi: 10.13204/j.gyjzG21042509
[8]	HAN Tengfei, XU Gang, LI Liang, LI Xiaodong, XI Xiangdong. RESEARCH AND APPLICATION OF SHEAR RESISTANCE OF FRICTION CONNECTION WITH HIGH STRENGTH BOLTS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 133-136. doi: 10.13204/j.gyjzG201909120001
[9]	HUANG, Linjie, ZHOU, Zhen. INVESTIGATION ON INFLUENCE OF INFILL WALLS ON HIGHER MODE EFFECT OF SELF-CENTERING PRESTRESSED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 34-39. doi: 10.13204/j.gyjz202001007
[10]	MENG, Shaoping, CAI, Xiaoning. RESEARCH PROGRESS ON PRESTRESSED SELF-RESETTING CONCRETE FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 1-6. doi: 10.13204/j.gyjz202001001
[11]	MA, Junfeng, ZHOU, Zhen. HYSTERICAL BEHAVIOR OF AN UPPER-BOTTOM FRICTION DAMPER SELF-CENTERING PRESTRESSED CONCRETE BEAM-COLUMN CONNECTION WITH HIDDEN CORBEL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 16-21,124. doi: 10.13204/j.gyjz202001004
[14]	Liu Pengfei, Zhao Qilin, Jiang Kebin, Gao Hesheng. THEORETIC RESEARCH ON FRICTION LOSS OF PRE-STRESS IN LARGE-SPAN CONCRETE BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 64-67. doi: 10.13204/j.gyjz201110016
[15]	Wu Yingjun, Chen Zhihua, LüQing. RESEARCH AND APPLICATION OF ROLL CABLE-STRUT JOINT IN SUSPEND-DOME[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 27-29,34. doi: 10.13204/j.gyjz201008007
[16]	Wu Zhuanqin, Zeng Zhaobo, Shang Renjie, Liu Jingliang. EXPERIMENTAL STUDY ON FRICTION COEFFICIENT OF RETARD-BONDED PRESTRESSING STRAND[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 20-23. doi: 10.13204/j.gyjz200811006
[17]	Cai Jiangyong. IMPROVING SUGGESTION ON CALCULATION METHOD OF FRICTION LOSS IN PRESTRESSED CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 94-95,75. doi: 10.13204/j.gyjz200404029