Durability Characteristics of Some Assorted Rocks

Author:

Dhakal Ganesh P.1,Kodama Junichi2,Yoneda Tetsuro3,Neaupane Krishna M.4,Goto Tatsuhiko5

Affiliation:

1. Postdoctoral Fellow, Dept. of Material Science and Engineering, Muroran Institute of Technology, Muroran 050-8585, Japan (corresponding author).

2. Associate Professor, Dept. of Material Science and Engineering, Muroran Institute of Technology, Muroran 050-8585, Japan.

3. Professor, Division of Environment and Resources Engineering, Hokkaido Univ., Sapporo 060-8628, Japan.

4. Assistant Professor, Civil Engineering Program, SIIT, Thammasat Univ., Pathumthani 12121, Thailand.

5. Professor, Dept. of Material Science and Engineering, Muroran Institute of Technology, Muroran 050-8585, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Reference12 articles.

1. ASTM. (1957). “Tentative method of test for resistance of concrete specimens to rapid freezing and thawing in water.” Designation C 290-57T revised 1957 685–687.

2. ASTM. (1990). “Standard test methods for slake durability of shales and similar weak rocks.” D 4644 Annual book of ASTM standards Vol. 4.08 Philadelphia 863–865.

3. ASTM. (1997). “Standard test method for evaluation of durability of rock for erosion control under freezing and thawing condition.” Designation D 5312-92 reapproved 1997 Philadelphia 1–3.

4. Brown E. T. ed. (1981). Rock characterization testing and monitoring—ISRM suggested methods International Society for Rock Mechanics Pergamon Oxford U.K.

5. Slake durability and mineralogical properties of some pyroclastic and sedimentary rocks

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