Experimental study of pullout behavior of horizontal anchor plates in geogrid reinforced sand

Geogrid reinforcements can effectively improve the pullout capacity of anchor plates, but the failure mechanism and influencing factors during the uplift process need to be further investigated. In this paper, a series of uplift tests was carried out on horizontal anchor plates in sand to investigat...

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Main Authors: ZHU Hong-hu, GAO Yu-xin, LI Yuan-hai, NI Yu-fei
Format: Article
Language:English
Published: SCIENCE PRESS , 16 DONGHUANGCHENGGEN NORTH ST, BEIJING, PEOPLES R CHINA, 100717 2022-05-01
Series:Rock and Soil Mechanics
Subjects:
Online Access:http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2021.6618
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author ZHU Hong-hu
GAO Yu-xin
LI Yuan-hai
NI Yu-fei
author_facet ZHU Hong-hu
GAO Yu-xin
LI Yuan-hai
NI Yu-fei
author_sort ZHU Hong-hu
collection DOAJ
description Geogrid reinforcements can effectively improve the pullout capacity of anchor plates, but the failure mechanism and influencing factors during the uplift process need to be further investigated. In this paper, a series of uplift tests was carried out on horizontal anchor plates in sand to investigate their pullout characteristics, and the influence of various factors was analyzed, including sand density, anchor embedment depth, and number of geogrids and their locations. The particle image velocimetry (PIV) technology was used to explore the deformation and failure mechanism of the sand around anchor plates. The results show that for the pullout capacity of an anchor plate is significantly enhanced by one layer of contact-type geogrid, and the reinforcing effect is better than that with non-contact geogrid. This phenomenon is associated with mobilized friction of the geogrid and the increased weight of sand within the failure surface. When two layers of geogrids are installed, the lower geogrid plays a dominant role in restricting the lateral soil deformation and homogenizing the stress distribution, and the contribution of the upper geogrid is relatively low. Whether geogrids are applied or not will alter the deformation mechanism at the anchor-sand interface. With geogrid reinforcement, the failure surface converges inward, and the shear strain distribution is more uniform.
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spelling doaj.art-b8d0b4d839574f54a84adcbfc38c75bb2022-12-22T01:19:07ZengSCIENCE PRESS , 16 DONGHUANGCHENGGEN NORTH ST, BEIJING, PEOPLES R CHINA, 100717Rock and Soil Mechanics1000-75982022-05-014351207121410.16285/j.rsm.2021.6618Experimental study of pullout behavior of horizontal anchor plates in geogrid reinforced sandZHU Hong-hu0GAO Yu-xin 1LI Yuan-hai2NI Yu-fei31. School of Earth Science and Engineering, Nanjing University, Nanjing, Jiangsu 210023, China 2. State Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining and Technology, Xuzhou, Jiangsu 221116, ChinaSchool of Earth Science and Engineering, Nanjing University, Nanjing, Jiangsu 210023, ChinaState Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining and Technology, Xuzhou, Ji angsu 221116, China School of Earth Science and Engineering, Nanjing University, Nanjing, Jiangsu 210023, ChinaGeogrid reinforcements can effectively improve the pullout capacity of anchor plates, but the failure mechanism and influencing factors during the uplift process need to be further investigated. In this paper, a series of uplift tests was carried out on horizontal anchor plates in sand to investigate their pullout characteristics, and the influence of various factors was analyzed, including sand density, anchor embedment depth, and number of geogrids and their locations. The particle image velocimetry (PIV) technology was used to explore the deformation and failure mechanism of the sand around anchor plates. The results show that for the pullout capacity of an anchor plate is significantly enhanced by one layer of contact-type geogrid, and the reinforcing effect is better than that with non-contact geogrid. This phenomenon is associated with mobilized friction of the geogrid and the increased weight of sand within the failure surface. When two layers of geogrids are installed, the lower geogrid plays a dominant role in restricting the lateral soil deformation and homogenizing the stress distribution, and the contribution of the upper geogrid is relatively low. Whether geogrids are applied or not will alter the deformation mechanism at the anchor-sand interface. With geogrid reinforcement, the failure surface converges inward, and the shear strain distribution is more uniform.http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2021.6618geogrid reinforcementuplift of anchor platepullout capacityparticle image velocimetry (piv)interface behavior
spellingShingle ZHU Hong-hu
GAO Yu-xin
LI Yuan-hai
NI Yu-fei
Experimental study of pullout behavior of horizontal anchor plates in geogrid reinforced sand
Rock and Soil Mechanics
geogrid reinforcement
uplift of anchor plate
pullout capacity
particle image velocimetry (piv)
interface behavior
title Experimental study of pullout behavior of horizontal anchor plates in geogrid reinforced sand
title_full Experimental study of pullout behavior of horizontal anchor plates in geogrid reinforced sand
title_fullStr Experimental study of pullout behavior of horizontal anchor plates in geogrid reinforced sand
title_full_unstemmed Experimental study of pullout behavior of horizontal anchor plates in geogrid reinforced sand
title_short Experimental study of pullout behavior of horizontal anchor plates in geogrid reinforced sand
title_sort experimental study of pullout behavior of horizontal anchor plates in geogrid reinforced sand
topic geogrid reinforcement
uplift of anchor plate
pullout capacity
particle image velocimetry (piv)
interface behavior
url http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2021.6618
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AT gaoyuxin experimentalstudyofpulloutbehaviorofhorizontalanchorplatesingeogridreinforcedsand
AT liyuanhai experimentalstudyofpulloutbehaviorofhorizontalanchorplatesingeogridreinforcedsand
AT niyufei experimentalstudyofpulloutbehaviorofhorizontalanchorplatesingeogridreinforcedsand