Effect of surrounding soil on stress–strain response of buried pipelines under ground loads

Author： Zhang Jie   Liang Zheng   Han Chuanjun  

Publisher： Taylor & Francis Ltd

E-ISSN： 1937-3279|8|3|197-203

ISSN： 1937-3260

Source： The IES Journal Part A: Civil & Structural Engineering, Vol.8, Iss.3, 2015-07, pp. : 197-203

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Previous Menu Next

Abstract

Related content

A simple model to assess the effect of soil shear resistance on the response of soil-buried structures under dynamic loads

By Dancygier A.N.   Karinski Y.S.  

Engineering Structures, Vol. 21, Iss. 12, 1999-12 ,pp. : 1055-1065

Elsevier

Access to resources Recommend Favorite

Response of overground pipelines to random ground motion

By Gunata Z.   Vallier M.J.   Sapis J.C.   Bayonove C.   Arnaudon V.   Madarro A.   Polaina J.   Soliman H.O.   Datta T.K.  

Engineering Structures, Vol. 18, Iss. 7, 1996-07 ,pp. : 537-545

Elsevier

Access to resources Recommend Favorite

Effect of freeze–thaw cycles on the stress–strain curves of unconfined and confined concrete

By Duan An  

Materials and Structures, Vol. 44, Iss. 7, 2011-08 ,pp. : 1309-1324

Springer Publishing Company

Access to resources Recommend Favorite

Stress-strain curve of laterally confined concrete

By Chung H.-S.   Yang K.-H.   Lee Y.-H.   Eun H.-C.  

Engineering Structures, Vol. 24, Iss. 9, 2002-09 ,pp. : 1153-1163

Elsevier

Access to resources Recommend Favorite

Path-dependent cyclic stress-strain relationship of reinforcing bar including buckling

By Dhakal R.P.   Maekawa K.  

Engineering Structures, Vol. 24, Iss. 11, 2002-11 ,pp. : 1383-1396

Elsevier

Access to resources Recommend Favorite