Weathered Characteristics of Silty Mudstone in Hunan Province, China

Article Preview

Abstract:

To study the weathered characteristics of silty mudstone in Hunan province, china, mineral analysis, softening test, disintegrability test, and weathering rate test are used. The test results show that with the increasing of weathering degree, the content of clay minerals increase from 34.1% to 57.2%, the content of quartz decrease from 58.6% to 38.7%. The content increasing ratio of Fe2O3 and Al2O3 are 52% and 44% respectively, the content decreasing ratio of K2O is 52%. From lightly weathered rock to completely weathered rock, the decreasing ratio of dry density is 20%, the increasing ratio of water absorption is 40%, the increasing ratio of porosity is 190% nearly and the decreasing ratio of natural compressive strength is 84%. For strongly weathered silty mudstone, the softening coefficients of the first dry-wet cycle, the second cycle and the third cycle are 30%, 54% and 72% respectively. So when silty mudstone weathered further, the content of primary minerals decrease and the content of secondary minerals increase. The weak activity chemical composition increase and the strong activity chemical composition decrease. Weathering cause the mechanical properties of rock become worse. Repeated dry-wet cycle can accelerate the softening of rock. The larger the exposure area of rock is, the quicker the rock weathered.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

264-268

Citation:

Online since:

December 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Wu Qi-hong, Peng Zhen-bin, Chen An, Zhou Yi. Study on weathering characteristics of Cretaceous silty mudstone along the expressway from Changde to Jishou[J]. Geotechnical Investigation &Surveying. 2009. 12: 36-39 (in Chinese).

Google Scholar

[2] Liu Xiao-ming. Research on Slaking Properties of Red Beds Soft Rock and Dynamic Deformation Properties of Embankment[D]. Changsha: Hu Nan University, 2006(in Chinese).

Google Scholar

[3] Zuo Wen-gui. Study on Engineering Property of Cretaceous System and Tertiary Red Beds in Hunan Province[D]. Changsha: Central South University, 2006(in Chinese).

Google Scholar

[4] Su Yong-hua, Zhao Ming-hua, Lliu Xiao-ming. Fractal analysis and numerical modeling disintegrate process of red-bed soft rock[J]. Journal of Central South University(Science and Technology), 2007, 2: 30-34(in Chinese).

Google Scholar

[5] Professional Standards Compilation Group of People's Republic of China. Code for investigation of geotechnical engineering(GB 50021-2001) [s]. Beijing:Construct Press, 2001(in Chinese).

Google Scholar

[6] Professional Standards Compilation Group of People's Republic of China. Standard for tests method of engineering rock massas(GB/T50266-99)[s]. Beijing:Construct Press, 2001(in Chinese).

Google Scholar

[7] Chen Ke-ping. Study on Fuzzy Evaluation for Stability and Reinforcement Technique of Expressway Slope[D]. Changsha: Central South University, 2007(in Chinese).

Google Scholar

[8] Peng Bai-xing,Wang Xing-hua. Geotechnical problems for soft rock of red layer in xiang-liu basin[J]. Chinese Journal of Underground Space and Engineering. 2006,2(1):141~144(in Chinese).

Google Scholar

[9] Deng Tao, Zhan Jin-wu Huang Ming, Fan Fu-tong. Disintegration Characteristics Test of Red-bed Soft Rock Argillaceous Shale in Acid and Alkali Environment[J]. 2014. 22(2): 238-243(in Chinese).

Google Scholar