Study on the Seismic Performance of Small-Diameter Bolts Reinforced in Grottoes

The Yungang Grottoes, a World Heritage Site in Datong, consist of 252 caves that are noted for their collection of 5th- and 6th-century Buddhist grotto sculptures and reliefs. Various diseases have appeared in the grottoes under the general influence of natural and artificial factors. Bolt support i...

Full description

Saved in:
Bibliographic Details
Main Authors: Ningbo Peng, Bo Sun, Jizhong Huang, Yun Dong, Ye Zhu
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2021/5550648
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1832552535596990464
author Ningbo Peng
Bo Sun
Jizhong Huang
Yun Dong
Ye Zhu
author_facet Ningbo Peng
Bo Sun
Jizhong Huang
Yun Dong
Ye Zhu
author_sort Ningbo Peng
collection DOAJ
description The Yungang Grottoes, a World Heritage Site in Datong, consist of 252 caves that are noted for their collection of 5th- and 6th-century Buddhist grotto sculptures and reliefs. Various diseases have appeared in the grottoes under the general influence of natural and artificial factors. Bolt support is a commonly employed method for grotto reinforcement and has been widely applied in many projects. Small-diameter bolts have also been used in the reinforcement projects at the Yungang Grottoes, but the corresponding effect on the seismic performance of grottoes is still unclear. In this paper, a dynamic analysis via the numerical modelling of an ear grotto of the 19th grotto in Yungang is established, and the rock displacement, acceleration, and bolt axial force responses under a seismic wave are analyzed. The results show that the seismic dynamic responses of grottoes are greatly affected by the cliff structure. The displacement and acceleration responses of the cliff body vary greatly within the abrupt transition of the cliff structure. Based on this variation, the seismic capacity of small-diameter bolts in the vertical direction is greater than that in the horizontal direction. The axial force of a bolt is small at both ends of the bolt, large in the middle of the bolt, small on the top of a cliff, and large at the bottom of the cliff. Although the axial force is small, the upper rock mass of the grotto has a tendency to undergo relative movement compared with the outer rock mass. The results also indicate that based on the structural defects in the vertical direction of the cliff body caused by grotto excavation, the inclined angle of the bolt should be increased as far as possible or vertical support should be adopted to enhance the stability of the rock mass at the top of the grotto.
format Article
id doaj-art-de8a3b5e174544a5ac0ab294c614e906
institution Kabale University
issn 1687-8086
1687-8094
language English
publishDate 2021-01-01
publisher Wiley
record_format Article
series Advances in Civil Engineering
spelling doaj-art-de8a3b5e174544a5ac0ab294c614e9062025-02-03T05:58:30ZengWileyAdvances in Civil Engineering1687-80861687-80942021-01-01202110.1155/2021/55506485550648Study on the Seismic Performance of Small-Diameter Bolts Reinforced in GrottoesNingbo Peng0Bo Sun1Jizhong Huang2Yun Dong3Ye Zhu4Institute of Applied Mathematics and Mechanics, Shanghai Key Laboratory of Mechanics in Energy Engineering, School of Mechanics and Engineering Science, Institute for Conservation of Cultural Heritage, Shanghai University, Shanghai 200444, ChinaNorthwest Research Institute Co. Ltd. of China Railway Engineering Corporation, Lanzhou 730000, ChinaInstitute of Applied Mathematics and Mechanics, Shanghai Key Laboratory of Mechanics in Energy Engineering, School of Mechanics and Engineering Science, Institute for Conservation of Cultural Heritage, Shanghai University, Shanghai 200444, ChinaFaculty of Architecture and Civil Engineering, Huaiyin Institute of Technology, Huai’an 223001, ChinaFaculty of Architecture and Civil Engineering, Huaiyin Institute of Technology, Huai’an 223001, ChinaThe Yungang Grottoes, a World Heritage Site in Datong, consist of 252 caves that are noted for their collection of 5th- and 6th-century Buddhist grotto sculptures and reliefs. Various diseases have appeared in the grottoes under the general influence of natural and artificial factors. Bolt support is a commonly employed method for grotto reinforcement and has been widely applied in many projects. Small-diameter bolts have also been used in the reinforcement projects at the Yungang Grottoes, but the corresponding effect on the seismic performance of grottoes is still unclear. In this paper, a dynamic analysis via the numerical modelling of an ear grotto of the 19th grotto in Yungang is established, and the rock displacement, acceleration, and bolt axial force responses under a seismic wave are analyzed. The results show that the seismic dynamic responses of grottoes are greatly affected by the cliff structure. The displacement and acceleration responses of the cliff body vary greatly within the abrupt transition of the cliff structure. Based on this variation, the seismic capacity of small-diameter bolts in the vertical direction is greater than that in the horizontal direction. The axial force of a bolt is small at both ends of the bolt, large in the middle of the bolt, small on the top of a cliff, and large at the bottom of the cliff. Although the axial force is small, the upper rock mass of the grotto has a tendency to undergo relative movement compared with the outer rock mass. The results also indicate that based on the structural defects in the vertical direction of the cliff body caused by grotto excavation, the inclined angle of the bolt should be increased as far as possible or vertical support should be adopted to enhance the stability of the rock mass at the top of the grotto.http://dx.doi.org/10.1155/2021/5550648
spellingShingle Ningbo Peng
Bo Sun
Jizhong Huang
Yun Dong
Ye Zhu
Study on the Seismic Performance of Small-Diameter Bolts Reinforced in Grottoes
Advances in Civil Engineering
title Study on the Seismic Performance of Small-Diameter Bolts Reinforced in Grottoes
title_full Study on the Seismic Performance of Small-Diameter Bolts Reinforced in Grottoes
title_fullStr Study on the Seismic Performance of Small-Diameter Bolts Reinforced in Grottoes
title_full_unstemmed Study on the Seismic Performance of Small-Diameter Bolts Reinforced in Grottoes
title_short Study on the Seismic Performance of Small-Diameter Bolts Reinforced in Grottoes
title_sort study on the seismic performance of small diameter bolts reinforced in grottoes
url http://dx.doi.org/10.1155/2021/5550648
work_keys_str_mv AT ningbopeng studyontheseismicperformanceofsmalldiameterboltsreinforcedingrottoes
AT bosun studyontheseismicperformanceofsmalldiameterboltsreinforcedingrottoes
AT jizhonghuang studyontheseismicperformanceofsmalldiameterboltsreinforcedingrottoes
AT yundong studyontheseismicperformanceofsmalldiameterboltsreinforcedingrottoes
AT yezhu studyontheseismicperformanceofsmalldiameterboltsreinforcedingrottoes