Method for Preparing Hollow Cylindrical Specimens of Natural Granite Residual Soil

Author:

Liu Xinyu12,Zhang Xianwei3,Kong Lingwei1,Li Chengsheng4,An Ran5

Affiliation:

1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China, https://orcid.org/0000-0002-8165-2259 (X.L.), https://orcid.org/0000-0001-9654-8414 (L.K.)

2. University of Chinese Academy of Sciences, Beijing 100049, China

3. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China (Corresponding author), e-mail: xwzhang@whrsm.ac.cn, https://orcid.org/0000-0002-0283-4493

4. Department of Civil and Environmental Engineering, Shantou University, Shantou 515063, China

5. College of Urban Construction, Wuhan University of Science and Technology, Wuhan 430065, China, https://orcid.org/0000-0003-2388-3160

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference42 articles.

1. On the Difficulties of Geotechnical Sampling and Practical Estimates of the Strength of a Weakly Bonded Volcanic Soil;Avşar;Bulletin of Engineering Geology and the Environment,2015

2. The Undrained Shear Strength Anisotropy of Four Jurassic to Eocene Stiff Clays;Brosse;Géotechnique,2017

3. Cai, Y. Y., “An Experimental Study of Non-coaxial Soil Behaviour Using Hollow Cylinder Testing.” PhD diss., University of Nottingham, 2010.

4. Drained Responses of Granular Soil Sheared under Inclined Principal Stress Axes: Impact of Sample Preparation;Cai;Engineering Geology,2018

5. Relationships between Chemical Weathering Indices and Physical and Mechanical Properties of Decomposed Granite;Chiu;Engineering Geology,2014

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