Assessment of the Behavior of Buried Concrete Pipelines Subjected to Ground Rupture: Experimental Study

被引:28
|
作者
Kim, J. [1 ]
Nadukuru, S. S. [1 ]
Pour-Ghaz, M. [2 ,3 ]
Lynch, J. P. [1 ]
Michalowski, R. L. [1 ]
Bradshaw, A. S. [4 ]
Green, R. A. [5 ]
Weiss, W. J. [6 ]
机构
[1] Univ Michigan, Dept Civil & Environm Engn, Ann Arbor, MI 48109 USA
[2] N Carolina State Univ, Dept Civil Construct & Environm Engn, Raleigh, NC 27695 USA
[3] Purdue Univ, Sch Civil Engn, W Lafayette, IN 47907 USA
[4] Univ Rhode Isl, Dept Civil & Environm Engn, Kingston, RI 02881 USA
[5] Virginia Polytech Inst & State Univ, Dept Civil & Environm Engn, Blacksburg, VA 24061 USA
[6] Purdue Univ, Sch Civil Engn, Pankow Mat Lab, W Lafayette, IN 47907 USA
基金
美国国家科学基金会;
关键词
Lifelines; Structural health monitoring; Ground rupture; Earthquake damage; Model test; Underground structures; Permanent ground deformations; Concrete pressure pipe;
D O I
10.1061/(ASCE)PS.1949-1204.0000088
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Rapid assessment of damage to buried pipelines from earthquake-induced ground deformation is a crucial component to recovery efforts. This paper reports on the first year of a four-year study aimed at developing rapid, reliable, and cost-effective sensing systems for health monitoring and damage detection for buried concrete pipelines subjected to ground deformation. A custom-designed sensing strategy was implemented in a ground rupture experiment with a scaled-down concrete pipeline. The behavior of the pipeline, including the failure modes and damage inflicted to the pipe segments, was monitored during the test. Two modes of failure were identified in the test: (1) compression associated with telescoping-type deformation and (2) bending at the pipeline joints closest to the fault plane. Consequently, future research toward advancing sensing technology for concrete pipelines will likely focus on the behavior of the joints. (C) 2012 American Society of Civil Engineers.
引用
收藏
页码:8 / 16
页数:9
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