管道(软件)
断层(地质)
管道运输
地质学
运动(音乐)
岩土工程
结构工程
活断层
工程类
海洋工程
地震学
机械工程
声学
物理
作者
R.P. Kennedy,R. A. Williamson,Andrew M. Chow
出处
期刊:Transportation Engineering Journal of ASCE
[American Society of Civil Engineers]
日期:1977-09-01
卷期号:103 (5): 617-633
被引量:316
标识
DOI:10.1061/tpejan.0000659
摘要
In earthquake zones pipeline crossings of major active faults are often unavoidable, and movements of these faults can have serious consequences for the pipeline. The ability of a large diameter shallow-buried pipeline to withstand these movements is studied parametrically. Principal results of the study are summarized herein. Parameters considered include variations in: (1)Fault crossing angle; (2)unanchored length of pipe; (3)depth of burial; (4)wall thickness; (5)pipe diameter; and (6)pipe strength. A simplified procedure accounting for inelastic strains is developed for conservatively evaluating pipeline behavior during fault movement. Results indicate that under suitable conditions, a large diameter shallow-buried pipe can withstand large fault displacements. The procedure can be used to examine many cases other than those considered.
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