Uplift resistance of pipelines buried in cohesionless soil

被引：0
|
作者：
Chin, E. L. [1 ]
Craig, W. H. [1 ]
Cruickshank, M. [1 ]
机构：
[1] Univ Manchester, Sch Mech Aerosp & Civil Engn, Manchester M13 9PL, Lancs, England
来源：
PHYSICAL MODELLING IN GEOTECHNICS - 6TH ICPMG '06, VOL 1 | 2006年
关键词：
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
Centrifuge uplift tests have been performed to investigate the uplift behaviour of pipelines buried in a range of cohesionless soils. A comprehensive literature survey was also performed to review analytical models available to predict uplift resistances. Test results indicated that peak uplift resistances were mobilized within small pipe displacements and increased with embedment and were higher in dense models than in loose. Comparison of test results with analytical models showed that there is no one model that can be relied upon to predict uplift resistance. http://www.crcnetbase.com/doi/abs/10.1201/NOE0415415866.ch103
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页码：723 / +
页数：2
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