Mechanical Properties of QH-E Lunar Soil Simulant at Low Confining Stresses-Reference-Cited by-同舟云学术

Mechanical Properties of QH-E Lunar Soil Simulant at Low Confining Stresses

Published:2016-03 Issue:2 Volume:29 Page:04015036
ISSN:0893-1321
Container-title:Journal of Aerospace Engineering
language:en
Short-container-title:J. Aerosp. Eng.

Author:

Zou Wei-lie¹,Li Yun-li²,Chen Lun³,Zhang Jun-feng⁴,Wang Xie-qun⁵

Affiliation:

1. Professor, College of Civil Engineering, Wuhan Univ., Wuhan 430072, China.

2. Ph.D. Student, College of Civil Engineering, Wuhan Univ., Wuhan 430072, China (corresponding author).

3. Associate Professor, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, China.

4. Ph.D. Student, College of Civil Engineering, Wuhan Univ., Wuhan 430072, China.

5. Professor, College of Civil Engineering and Architecture, Wuhan Univ. of Technology, Wuhan 430070, China.

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.1943-5525.0000526

Reference41 articles.

1. Strength Properties of JSC-1A Lunar Regolith Simulant

2. Engineering Properties of Lunar Soil Simulant JSC-1A

3. ASTM. (2010a). “Standard test methods for maximum index density and unit weight of soils using a vibratory table.” D4253 West Conshohocken PA.

4. ASTM. (2010b). “Standard test methods for minimum index density and unit weight of soils and calculation of relative density.” D4254 West Conshohocken PA.

5. ASTM. (2010c). “Standard test methods for specific gravity of soil solids by water Pycnometer.” D854 West Conshohocken PA.

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