Results 1 to 10 of about 48,491 (209)
Dataset for centrifuge modelling of laterally monotonic loaded monopiles in saturated dense sand [PDF]
Data in Brief, 2022 The presented dataset was collected in seven centrifuge tests, specifically designed for modelling the lateral response of offshore monopiles in dense sand. Two model piles with outer diameter D = 50 mm were loaded laterally at 100 × g.
Zhong-Sen Li, Matthieu Blanc, Luc Thorel
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Gas production behaviour of gas hydrate–bearing clayey-sand during depressurization: novel in-flight centrifuge modelling [PDF]
E3S Web of Conferences, 2023 Gas hydrate-bearing sediments (GHBS) are vastly distributed around the globe. While gas production attempts are made through GHBS, long-term production remains a challenge due to complex inter-related mechanisms involved. Better understating of long-term
Baghbanrezvan Sina, Ng Charles wang wai
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Construction and operation of geotechnical centrifuge laboratories
Yantu gongcheng xuebao, 2023 More geotechnical centrifuge laboratories have been set up year by year in China with the development of modeling technology. However, some laboratories are found very inconvenient for model tests and operation due to the unexperienced planning and ...
HOU Yujing , WANG Xiao
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Centrifugal shaking table tests on saturated sand foundation under dam
Yantu gongcheng xuebao, 2022 As the core part of the important infrastructure of water conservancy and hydropower projects, the stability of dam foundation under earthquake is widely concerned.
YANG Kai-wen 1, 2, LI Jun-chao 1, 2, WANG Feng 3, CHEN Tao 4, WANG Yu-bing 1, 2, ZOU De-gao 5, LIU Jing-mao 5
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Journal of the Civil Engineering Forum, 2021 Earthquake-induced liquefaction has been a complex and challenging topic in the field of geotechnical engineering due to its ability to cause catastrophic damage to the surrounding area.
Avantio Pramaditya, Teuku Faisal Fathani
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Investigation of piled foundations in swelling clays [PDF]
E3S Web of Conferences, 2023 This paper presents the results of element testing and centrifuge modelling to investigate the behaviour of piled foundations in swelling clays. The study revealed that the preparation procedure implemented, was able to retain key hydromechanical ...
Gaspar Tiago A. V. +2 more
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Recent centrifuge modelling of offshore geotechnical problems at IWHR [PDF]
E3S Web of Conferences, 2019 Centrifuge modelling has been proven to be an efficient and reliable approach for examining offshore geotechnical problems. This study reports the two series of centrifuge tests to understand the behaviour of spudcan penetration in a “soft-stiff-soft ...
Liang Jianhui, Song Xianhui
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Geotechnics, 2023 Two centrifuge model tests were conducted, each with three large diameter steel tubular piles installed under similar conditions, i.e., diameter (Φ) = 2 m; thickness (t) = 25 mm; loading height from the rock surface (HL) = 6.5 m, but different rock ...
S M Shafi +2 more
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Analysis of transient seepage through a river embankment by means of centrifuge modelling [PDF]
E3S Web of Conferences, 2023 Earthen river embankments are typically in unsaturated conditions during their lifetime and the degree of saturation within their bodies may vary significantly throughout the year, due to seasonalfluctuations of the river stage, as well as infiltrations ...
Ventini Roberta +9 more
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Frontiers in Physics, 2022 Although pile foundations are usually subjected to both lateral and vertical loads, there have been few studies on the pile response under the combined loadings.
Tao Liu, Yongqing Lai, Ben He, Na Lv
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