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author:

Feng, X. (Feng, X..) [1] | Liu, C. (Liu, C..) [2] (Scholars:刘成禹) | Wu, C. (Wu, C..) [3] | Ma, R. (Ma, R..) [4]

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Scopus

Abstract:

The grottoes in the Sichuan and Chongqing area are mainly carved into cliff walls where alternating layers of sandstone and mudstone are exposed. The natural rock eaves in the upper part of the cliffs provide protection for the sculptures in the lower part. To assess the stability of these eaves under natural conditions, this study investigates the stratigraphic characteristics, rock mass structure, dimensions and mechanical parameters of the eaves. With using FLAC3D for calculation and analysis, three main failure modes are identified: cantilever tensile failure, toppling failure and soft foundation crushing failure. The study also identifies the damage characteristics, key factors affecting eaves stability and their effects. A stability evaluation reference table is provided for field investigations and stability evaluation of grottoes eaves in the Sichuan and Chongqing area. © 2024 Chongqing University. All rights reserved.

Keyword:

eaves numerical analysis Sichuan and Chongqing grottoes stability

Community:

  • [ 1 ] [Feng X.]Zijin School of Geology and Mining, Fuzhou University, Fuzhou, 350116, China
  • [ 2 ] [Liu C.]Zijin School of Geology and Mining, Fuzhou University, Fuzhou, 350116, China
  • [ 3 ] [Liu C.]Fujian Provincial Universities Engineering Research Center of Geological Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 4 ] [Wu C.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 5 ] [Ma R.]PowerChina Beijing Engineering Corporation Limited, Beijing, 100024, China

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Source :

重庆大学学报

ISSN: 1000-582X

Year: 2024

Issue: 10

Volume: 47

Page: 138-148

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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