Classification and Disintegration Characteristics of the Carboniferous Rocks in Guangxi, China

Author:

Mo Peng1,Luo Junhui12ORCID,Mi Decai2,Chang Zhenchao1ORCID,Huang Haifeng1,Zhang Tao3,Sun Guanhua4,Li Yan4,Zeng Ling5ORCID,Wang Shihai1ORCID

Affiliation:

1. Guangxi Beitou Transportation Maintenance Technology Group Co., Ltd., Nanning, Guangxi 530029, China

2. Guangxi Communication Design Group Co., Ltd., Nanning, Guangxi 530029, China

3. Faculty of Engineering, China University of Geosciences, Wuhan 430074, China

4. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China

5. School of Civil Engineering, Changsha University of Science & Technology, Changsha 410114, China

Abstract

To investigate the disintegration characteristics of the carbonaceous rocks in Guangxi Province, the typical carbonaceous rocks in the section exposed by the Hechi-Baise Expressway were investigated in this study. First, based on their mineral compositions and contents, the carbonaceous rocks were divided into four types: carbonate chert, carbonaceous argillaceous limestone, carbonaceous illite clay mudstone, and carbonaceous illite clay shale. Then, through indoor wet-dry cyclic disintegration test, the disintegration characteristics of the four types of rocks were studied. The test results showed the following: (1) the disintegration residues of the carbonate chert and the carbonaceous argillaceous limestone decrease linearly as the number of wetting-drying cycles increases. (2) The disintegration index of the carbonaceous illite clay mudstone and the carbonaceous illite clay shale decreases exponentially as the number of wetting-drying cycles increases. (3) As the number of wetting-drying cycles increases, the disintegration index curves of the carbonaceous illite clay mudstone and the carbonaceous illite clay shale samples gradually become stable until the disintegration of the samples is completed. (4) The disintegration of carbonaceous rocks is mainly affected by the clay content, followed by the structural form, but it cannot be ignored.

Funder

Science and Technology Project of Guangxi

Publisher

Hindawi Limited

Subject

Civil and Structural Engineering

Reference17 articles.

1. Study on Microscopic Characteristics and Physical and Mechanical Parameters of Carbonaceous Rocks

2. Intelligent Monitoring, Stability Evaluation, and Landslide Treatment of a Carbonaceous Mudstone and Shale Slope in Guangxi, China

3. Special engineering properties of carbonaceous rocks;Q. Y. Ye;Western China Communications Science & Technology,2017

4. Experimental study on deformation properties and duncan model parameters of soft clayey rocks;F. Z. Zhang;Rock and Soil Mechanics,2003

5. Research on management and stability analysis of Lou-Xin high-speed complex geological slope;F. Q. Peng;Journal of Railway Science and Engineering,2013

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