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

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

KONG Deliang, XU Shanhua, NIE Biao. EXPERIMENTAL RESEARCH ON FLEXURAL PROPERTIES OF CORRODED H-SHAPED STEEL BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 98-103. doi: 10.13204/j.gyjzG20102707

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

KONG Deliang, XU Shanhua, NIE Biao. EXPERIMENTAL RESEARCH ON FLEXURAL PROPERTIES OF CORRODED H-SHAPED STEEL BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 98-103. doi: 10.13204/j.gyjzG20102707

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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