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Dataset for centrifuge modelling of laterally monotonic loaded monopiles in saturated dense sand [PDF]

open access: yesData 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
doaj   +2 more sources

Gas production behaviour of gas hydrate–bearing clayey-sand during depressurization: novel in-flight centrifuge modelling [PDF]

open access: yesE3S 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
doaj   +1 more source

Construction and operation of geotechnical centrifuge laboratories

open access: yesYantu 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
doaj   +1 more source

Study on the pile insertion and model preparation in centrifugal test of rigid pile composite foundation

open access: yesShuili Shuiyun Gongcheng Xuebao, 2023
Geotechnical centrifuge model test is an advanced technology to study the key issues of composite foundation. The centrifugal modelling of rigid pile composite foundation under saturated clay condition is complex and has numbers of influencing factors ...
JIANG Yanbin   +4 more
doaj   +1 more source

Centrifugal shaking table tests on saturated sand foundation under dam

open access: yesYantu 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
doaj   +1 more source

Physical Modelling of Earthquake-induced Liquefaction on Uniform Soil Deposit and Earth Structures Settlement

open access: yesJournal 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
doaj   +1 more source

Recent centrifuge modelling of offshore geotechnical problems at IWHR [PDF]

open access: yesE3S 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
doaj   +1 more source

Investigation of piled foundations in swelling clays [PDF]

open access: yesE3S 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
doaj   +1 more source

Physical Modelling of High Stiffness Large Diameter Steel Tubular Pile Subjected to One-Way Horizontal Cyclic Loading

open access: yesGeotechnics, 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
doaj   +1 more source

Centrifuge modeling of earthquakes [PDF]

open access: yesGeophysical Research Letters, 1978
The major problem in scale modeling of crustal tectonic processes, namely, the requirement for a brittle modeling material of extremely low strength (∼0.1 bar) can be overcome by doing model tests under artificial gravity in a centrifuge. When conditions of dynamic similarity are observed, scale modeling, because of its controlled nature, can be an ...
Liu, Hsi-Ping   +2 more
openaire   +2 more sources

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