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Shallow and deep failure mechanisms during uplift and lateral dragging of buried pipes in sand
Canadian Geotechnical Journal ( IF 3.0 ) Pub Date : 2020-10-01 , DOI: 10.1139/cgj-2019-0281 Jinbiao Wu 1, 1 , George Kouretzis 1 , Laxmi Suwal 1, 1 , Yousef Ansari 1, 1 , Scott W. Sloan 1
Canadian Geotechnical Journal ( IF 3.0 ) Pub Date : 2020-10-01 , DOI: 10.1139/cgj-2019-0281 Jinbiao Wu 1, 1 , George Kouretzis 1 , Laxmi Suwal 1, 1 , Yousef Ansari 1, 1 , Scott W. Sloan 1
Affiliation
This paper presents results of a series of experiments modelling uplift and lateral drag of a rigid pipe buried in dry sand. The main aim of these tests is to document the gradual transition from s...
中文翻译：
砂地埋管抬升横向拖拽浅深破坏机制
本文介绍了一系列模拟埋在干沙中的刚性管道的隆起和横向阻力的实验结果。这些测试的主要目的是记录从 s...
更新日期：2020-10-01
中文翻译：
砂地埋管抬升横向拖拽浅深破坏机制
本文介绍了一系列模拟埋在干沙中的刚性管道的隆起和横向阻力的实验结果。这些测试的主要目的是记录从 s...
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