Geotechnical Properties of JSC-1A Lunar Soil Simulant

Author:

Zeng Xiangwu12233,He Chunmei12233,Oravec Heather12233,Wilkinson Allen12233,Agui Juan12233,Asnani Vivake12233

Affiliation:

1. Professor, Dept. of Civil Engineering, Case Western Reserve Univ., 10900 Euclid Ave., Cleveland, OH 44106-7201 (corresponding author).

2. Graduate Research Assistant, Dept. of Civil Engineering, Case Western Reserve Univ., 10900 Euclid Ave., Cleveland, OH 44106-7201.

3. Research Scientist, NASA Glenn Research Center, 21000 Brookpark Rd., Cleveland, OH 44135.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Aerospace Engineering,General Materials Science,Civil and Structural Engineering

Reference28 articles.

1. ASTM. (1963). “Test method of particle-size analysis of soils.” D422 ASTM West Conshohocken Pa.

2. ASTM. (1978). “Standard test methods for laboratory compaction characteristics of soil using standard effort.” D698ASTM West Conshohocken Pa.

3. ASTM. (1985). “Practice for dry preparation of soil samples for particle-size analysis and determination of soil constants.” D421 ASTM West Conshohocken Pa.

4. ASTM. (1987). “Test method for unconsolidated undrained compressive strength of cohesive soils in triaxial compression.” D2850 ASTM West Conshohocken Pa.

5. ASTM. (1988). “Test method for consolidated-undrained triaxial compression test on cohesive soils.” D4767 ASTM West Conshohocken Pa.

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