Deep Excavation Caused by the Impact of the Adjacent Buried Pipeline Destroy the Analysis

Article Preview

Abstract:

The subject of Foundation Excavation near the buried pipeline line. Compared with each other using a scale model of the buried pipeline foundation excavation factor of the vertical displacement, and connected with the buried pipeline displacement of both ends of the fixed elastic beam theory; analysis of the factors affecting the displacement of buried pipelines, the good agreement of the theoretical results with the scale model test value.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1499-1502

Citation:

Online since:

January 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Linchan P W, Dowding C H. Piple Response to Pile Driving and Adjacent Excavation. Journal of Geotechnical Engineering . (1992).

Google Scholar

[2] Ou C Y, Chiou D C , Wu T S . Three 2 Dimensional Finite Element Analysis of Deep Excavations. Journal of Geotechnical Engineering , 1996 , 122 ( 5) : 337- 345.

DOI: 10.1061/(asce)0733-9410(1996)122:5(337)

Google Scholar

[3] DuanShaowei; ShenPusheng. Analysis Of Nearby Pipeline Damage Induced By Deep Excavation[J]. Engineering Mechanics, 2005, 04: 79-83.

Google Scholar

[4] Liu Jianhang; HouXueyuan. Excavation Engineering Manual [J]. China Building Industry Press, 1997-856-877.

Google Scholar

[5] Yi Dingguo; LiRui. Foundation settlement to thegaspipedamageandCountermeasure [J]. Friend of Chemical Industry, 2006, 10: 1-2.

Google Scholar

[6] Georgiadis M. Landslide Drag Force on Pipelines . SoilsandFoundations , 1991 , 31 ( 2) : 151- 161.

Google Scholar