Changing law of permeability coefficient during compression for reconstituted sandy clays-Reference-Cited by-同舟云学术

Changing law of permeability coefficient during compression for reconstituted sandy clays

Published:2023-12-20 Issue: Volume: Page:1-9
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Gao Meng Ying¹,Ji Feng²,Hong Zhen-Shun¹,Shi Xiu Song³

Affiliation:

1. Institute of Geotechnical Engineering, School of Transportation, Southeast University, Nanjing, P.R. China

2. Jiangsu Water Source Company Ltd. of the Eastern Route of the South-to-North Water Diversion Project., Nanjing, P.R. China

3. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, P.R. China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2023.2293233

Reference33 articles.

1. ASTM D854-14. 2016. Standard Test Method for Specific Gravity of Soil Solids by Water Pycnometer. West Conshoshocken, PA: American Society for Testing and Materials.

2. ASTM D422-63. 2016. Standard Test Method for Particle-Size Analysis of Soils, 422–463. West Conshoshocken, PA: American Society for Testing and Materials.

3. Atkinson, J. H., and P. L. Bransby. 1978. The Mechanics of Soil: An Introduction to Critical State Soil Mechanics. England: McGraw-Hill Book Company (UK) Limited.

4. BS1377-2. 1990. Methods of Testing Soils for Civil Engineering Purposes. London: British Standards institution.

5. A natural compression law for soils (an advance on e–log p′)

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