Estimation of mechanical parameters of Tongji-1 lunar soil simulant based on cone penetration test-Reference-Cited by-同舟云学术

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Estimation of mechanical parameters of Tongji-1 lunar soil simulant based on cone penetration test

Published:2019-10-17 Issue:1 Volume:26 Page:393-408
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Jiang M. J.¹,Zhang N.¹,Cui L.²,Xi B. L.¹,Lei H. Y.³,Wang X. X.¹

Affiliation:

1. Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai, China

2. Department of Civil and Environmental Engineering, University of Surrey, Guildford, Surrey, UK

3. School of Civil Engineering, Tianjin University, Tianjin, China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2019.1674697

Reference64 articles.

1. Load Testing and Settlement Prediction of Shallow Foundation

2. Berry, D. S. (1935). Stability of granular mixture. In Proc., 38th Annual Meeting, Vol. 35, ASTM, Philadelphia, 491–507.

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Bearing capacity of lunar soil ground under extraterrestrial environmental effects;Computers and Geotechnics;2024-01

2. Cone penetration resistance of CUMT-1 lunar regolith simulant under magnetic-similitude lunar gravity condition;Acta Geotechnica;2023-06-26

3. A systematic calibration and validating method for lunar soil DEM model;Advances in Space Research;2021-11

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