Experimental and Estimation Studies of Resilient Modulus of Marine Coral Sand under Cyclic Loading

Coral sand is an important filler resource that can solve the shortage of terrestrial fillers in coastal areas. Recently, the foundations of many infrastructures in the South China Sea have been built with coral sand as fillers, which have been subjected to wave and traffic cyclic loads. Resilient m...

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Main Authors: Shao-Heng He, Qiong-Fang Zhang, Zhi Ding, Tang-Dai Xia, Xiao-Lu Gan
Format: Article
Language:English
Published: MDPI AG 2020-04-01
Series:Journal of Marine Science and Engineering
Subjects:
Online Access:https://www.mdpi.com/2077-1312/8/4/287
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spelling doaj-1108fec7e5464bc1aa58a486b18973292021-04-02T11:52:23ZengMDPI AGJournal of Marine Science and Engineering2077-13122020-04-01828728710.3390/jmse8040287Experimental and Estimation Studies of Resilient Modulus of Marine Coral Sand under Cyclic LoadingShao-Heng He0Qiong-Fang Zhang1Zhi Ding2Tang-Dai Xia3Xiao-Lu Gan4Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, ChinaPower China Huadong Engineering Corporation, Hangzhou 310014, ChinaDepartment of Civil Engineering, Zhejiang University City College, Hangzhou 310015, ChinaResearch Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, ChinaResearch Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, ChinaCoral sand is an important filler resource that can solve the shortage of terrestrial fillers in coastal areas. Recently, the foundations of many infrastructures in the South China Sea have been built with coral sand as fillers, which have been subjected to wave and traffic cyclic loads. Resilient modulus (<i>M</i><sub>r</sub>) is an important design parameter in marine engineering, but there are few studies on the resilient modulus response of coral sand under cyclic loading. A series of drained cyclic triaxial tests were carried out to investigate the effects of the initial mean effective stress (<i>p</i><sub>0</sub>) and cyclic stress ratio (<i>ζ</i>) on the resilient modulus response of the coral sand from the South China Sea. The change of fractal dimension (<i>α</i><sub>c</sub>) can reflect the rule of particle breakage evolution. The <i>α</i><sub>c</sub> of coral sand shows a tendency of almost maintaining stable and then increasing rapidly with the increase of mean effective stress <i>p</i><sub>0</sub> under each cyclic stress ratio <i>ζ</i>. There is a threshold of <i>p</i><sub>0</sub>, when the <i>p</i><sub>0</sub> exceeds this threshold, <i>α</i><sub>c</sub> will increase significantly with the increase of <i>p</i><sub>0</sub>. The increase of <i>p</i><sub>0</sub> has a beneficial effect on the improvement of the <i>M</i><sub>r</sub>, while the increase of <i>ζ</i> has both beneficial and detrimental effects on the improvement of the <i>M</i><sub>r</sub>. A new prediction model of the <i>M</i><sub>r</sub> considering particle breakage was established, which can better predict the <i>M</i><sub>r</sub> of coral sand in the whole stress interval. The research results can provide guidance for the design of marine transportation infrastructures, which can promote the development of marine transportation industry and energy utilization.https://www.mdpi.com/2077-1312/8/4/287coral sandresilient modulusparticle breakagefractal dimensionprediction model
collection DOAJ
language English
format Article
sources DOAJ
author Shao-Heng He
Qiong-Fang Zhang
Zhi Ding
Tang-Dai Xia
Xiao-Lu Gan
spellingShingle Shao-Heng He
Qiong-Fang Zhang
Zhi Ding
Tang-Dai Xia
Xiao-Lu Gan
Experimental and Estimation Studies of Resilient Modulus of Marine Coral Sand under Cyclic Loading
Journal of Marine Science and Engineering
coral sand
resilient modulus
particle breakage
fractal dimension
prediction model
author_facet Shao-Heng He
Qiong-Fang Zhang
Zhi Ding
Tang-Dai Xia
Xiao-Lu Gan
author_sort Shao-Heng He
title Experimental and Estimation Studies of Resilient Modulus of Marine Coral Sand under Cyclic Loading
title_short Experimental and Estimation Studies of Resilient Modulus of Marine Coral Sand under Cyclic Loading
title_full Experimental and Estimation Studies of Resilient Modulus of Marine Coral Sand under Cyclic Loading
title_fullStr Experimental and Estimation Studies of Resilient Modulus of Marine Coral Sand under Cyclic Loading
title_full_unstemmed Experimental and Estimation Studies of Resilient Modulus of Marine Coral Sand under Cyclic Loading
title_sort experimental and estimation studies of resilient modulus of marine coral sand under cyclic loading
publisher MDPI AG
series Journal of Marine Science and Engineering
issn 2077-1312
publishDate 2020-04-01
description Coral sand is an important filler resource that can solve the shortage of terrestrial fillers in coastal areas. Recently, the foundations of many infrastructures in the South China Sea have been built with coral sand as fillers, which have been subjected to wave and traffic cyclic loads. Resilient modulus (<i>M</i><sub>r</sub>) is an important design parameter in marine engineering, but there are few studies on the resilient modulus response of coral sand under cyclic loading. A series of drained cyclic triaxial tests were carried out to investigate the effects of the initial mean effective stress (<i>p</i><sub>0</sub>) and cyclic stress ratio (<i>ζ</i>) on the resilient modulus response of the coral sand from the South China Sea. The change of fractal dimension (<i>α</i><sub>c</sub>) can reflect the rule of particle breakage evolution. The <i>α</i><sub>c</sub> of coral sand shows a tendency of almost maintaining stable and then increasing rapidly with the increase of mean effective stress <i>p</i><sub>0</sub> under each cyclic stress ratio <i>ζ</i>. There is a threshold of <i>p</i><sub>0</sub>, when the <i>p</i><sub>0</sub> exceeds this threshold, <i>α</i><sub>c</sub> will increase significantly with the increase of <i>p</i><sub>0</sub>. The increase of <i>p</i><sub>0</sub> has a beneficial effect on the improvement of the <i>M</i><sub>r</sub>, while the increase of <i>ζ</i> has both beneficial and detrimental effects on the improvement of the <i>M</i><sub>r</sub>. A new prediction model of the <i>M</i><sub>r</sub> considering particle breakage was established, which can better predict the <i>M</i><sub>r</sub> of coral sand in the whole stress interval. The research results can provide guidance for the design of marine transportation infrastructures, which can promote the development of marine transportation industry and energy utilization.
topic coral sand
resilient modulus
particle breakage
fractal dimension
prediction model
url https://www.mdpi.com/2077-1312/8/4/287
work_keys_str_mv AT shaohenghe experimentalandestimationstudiesofresilientmodulusofmarinecoralsandundercyclicloading
AT qiongfangzhang experimentalandestimationstudiesofresilientmodulusofmarinecoralsandundercyclicloading
AT zhiding experimentalandestimationstudiesofresilientmodulusofmarinecoralsandundercyclicloading
AT tangdaixia experimentalandestimationstudiesofresilientmodulusofmarinecoralsandundercyclicloading
AT xiaolugan experimentalandestimationstudiesofresilientmodulusofmarinecoralsandundercyclicloading
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