Characterization of Kota Sandstone Under Different Strain Rates in Uniaxial Loading-Reference-Cited by-同舟云学术

Characterization of Kota Sandstone Under Different Strain Rates in Uniaxial Loading

Published:2014-09-05 Issue:1 Volume:33 Page:143-152
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Alam Md. Shams,Chakraborty Tanusree,Matsagar Vasant,Rao K. Seshagiri,Sharma Prince,Singh Manjit

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/content/pdf/10.1007/s10706-014-9810-3.pdf

Reference48 articles.

1. Alam SM (2013) Characterization of Kota sandstone from low to medium strain rate. M. Tech. thesis, Indian Institute of Technology (IIT) Delhi, India

2. ASTM (1942) Tentative method of test for compressive strength of natural building stone. Designation C170-41T, American Society for Testing and Materials 2

3. ASTM D3148-96 (1998) Standard test method for elastic moduli of intact rock core specimens in uniaxial compression, American Society for Testing Materials

4. ASTM D3148-02 (2002) Standard test method for elastic moduli of intact rock core specimens in uniaxial compression, American Society for Testing and Materials (Withdrawn 2005)

5. ASTM D4543-08 (2008) Standard practices for preparing rock core as cylindrical test specimens and verifying conformance to dimensional and shape tolerances, American Society for Testing and Materials

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