Recent centrifuge modelling of offshore geotechnical problems at IWHR

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 clay” stratigraphy and the behaviour of gravity a...

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Main Authors: Liang Jianhui, Song Xianhui
Format: Article
Language:English
Published: EDP Sciences 2019-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/18/e3sconf_isg2019_17001.pdf
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author Liang Jianhui
Song Xianhui
author_facet Liang Jianhui
Song Xianhui
author_sort Liang Jianhui
collection DOAJ
description 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 clay” stratigraphy and the behaviour of gravity anchor subjected to a lateral loading. A hydraulic system has been adopted to apply the large compressive and tensional load on the spudcan and gravity anchor, respectively. Load cells were installed on the base of the spudcan to directly measure the stress acting on the spudcan base. A 2D laser scanner was adopted to monitor the horizontal, vertical movement and tilting of the gravity anchor. The influence of the relative soil stiffness on the spudcan pentration behaviour and the soil deformation and interaction with the gravity anchor are discussed based on the centrifuge test results.
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spelling doaj.art-ebacc4a15864417fb8bf31b81778bfdf2022-12-21T22:23:33ZengEDP SciencesE3S Web of Conferences2267-12422019-01-01921700110.1051/e3sconf/20199217001e3sconf_isg2019_17001Recent centrifuge modelling of offshore geotechnical problems at IWHRLiang JianhuiSong XianhuiCentrifuge 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 clay” stratigraphy and the behaviour of gravity anchor subjected to a lateral loading. A hydraulic system has been adopted to apply the large compressive and tensional load on the spudcan and gravity anchor, respectively. Load cells were installed on the base of the spudcan to directly measure the stress acting on the spudcan base. A 2D laser scanner was adopted to monitor the horizontal, vertical movement and tilting of the gravity anchor. The influence of the relative soil stiffness on the spudcan pentration behaviour and the soil deformation and interaction with the gravity anchor are discussed based on the centrifuge test results.https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/18/e3sconf_isg2019_17001.pdf
spellingShingle Liang Jianhui
Song Xianhui
Recent centrifuge modelling of offshore geotechnical problems at IWHR
E3S Web of Conferences
title Recent centrifuge modelling of offshore geotechnical problems at IWHR
title_full Recent centrifuge modelling of offshore geotechnical problems at IWHR
title_fullStr Recent centrifuge modelling of offshore geotechnical problems at IWHR
title_full_unstemmed Recent centrifuge modelling of offshore geotechnical problems at IWHR
title_short Recent centrifuge modelling of offshore geotechnical problems at IWHR
title_sort recent centrifuge modelling of offshore geotechnical problems at iwhr
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/18/e3sconf_isg2019_17001.pdf
work_keys_str_mv AT liangjianhui recentcentrifugemodellingofoffshoregeotechnicalproblemsatiwhr
AT songxianhui recentcentrifugemodellingofoffshoregeotechnicalproblemsatiwhr