Geotechnical Properties of GRC-3 Lunar Simulant-Reference-Cited by-同舟云学术

Geotechnical Properties of GRC-3 Lunar Simulant

Published:2013-07 Issue:3 Volume:26 Page:528-534
ISSN:0893-1321
Container-title:Journal of Aerospace Engineering
language:en
Short-container-title:J. Aerosp. Eng.

Author:

He Chunmei¹,Zeng Xiangwu²,Wilkinson Allen³

Affiliation:

1. Geotechnical Engineer, Barr & Prevost Inc., 2800 Corporate Exchange Drive, Suite 240, Columbus, OH 43231 (corresponding author).

2. Professor, Dept. of Civil Engineering, Case Western Reserve Univ., Cleveland, OH 44106-7201.

3. Research Scientist, National Aeronautics and Space Administration Glenn Research Center, Cleveland, OH 44135.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29AS.1943-5525.0000162

Reference20 articles.

1. ASTM. (1991a). “Standard practice for classification of soils for engineering purposes (unified soil classification system).” ASTM D2487 West Conshohocken PA.

2. ASTM. (1991b). “Standard practice for dry preparation of soil samples for particle-size analysis and determination of soil constants.” ASTM D421 West Conshohocken PA.

3. ASTM. (1991c). “Standard test method for particle-size analysis of soils.” ASTM D422 West Conshohocken PA.

4. ASTM. (1991d). “Standard test method for unconsolidated-undrained triaxial compression test on cohesive soils.” ASTM D2850 West Conshohocken PA.

5. ASTM. (1991e). “Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft3 (600 kN-m/m3)).” ASTM D698 West Conshohocken PA.

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