Undrained strength prediction for fine-grained soils with various diatom microfossil contents-Reference-Cited by-同舟云学术

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Undrained strength prediction for fine-grained soils with various diatom microfossil contents

Published:2024-06-21 Issue: Volume: Page:1-7
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Zhang Xianwei¹^ORCID,Liu Xinyu²^ORCID,Wang Gang¹

Affiliation:

1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China

2. School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan, China

Funder

National Natural Science Foundation of China

the Youth Innovation Promotion Association CAS

China Postdoctoral Science Foundation

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2024.2369151

Reference20 articles.

1. Bjerrum, L., and N. E. Simons. 1960. “Compression of Shear Strength Characteristics of Normally Consolidated Clay.” In Research Conference on Shear Strength of Cohesive Soils, pp. 711–726. Colorado: ASCE, Boulder.

2. Effects of micro-features of fossil diatom on the macroscopic behaviour of soils

3. Díaz-Rodríguez, J. A. 2011. “Diatomaceous Soils: Monotonic Behavior.” In Proceedings of Deformation Characteristics of Geomaterials, edited by C. K. Chung, H.K. Kim, J. S. Lee, Y. H. Jung, D. S. Kim, 865–871. Paris: IOS Press.

4. Mexico City Soil Behavior at Different Strains: Observations and Physical Interpretation

5. Architecture and material properties of diatom shells provide effective mechanical protection

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