Experimental study with complete stress state interpretation of undrained monotonic and cyclic simple shear tests with flexible boundaries-Reference-Cited by-同舟云学术

Experimental study with complete stress state interpretation of undrained monotonic and cyclic simple shear tests with flexible boundaries

Published:2023-05-18 Issue:1 Volume:19 Page:147-161
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Mele L.^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s11440-023-01907-3.pdf

Reference37 articles.

1. Airey DW, Wood DM (1987) An evaluation of direct simple shear tests on clay. Géotechnique 37(1):25–35

2. Andresen A, Berre T, Kleven A, Lunne T (1979) Procedures used to obtain soil parameters for foundation engineering in the North Sea. Mar Georesour Geotechnol 3(3):201–266

3. ASTM D4253-06 (2006) Standard test methods for maximum index density and unit weight of soils using a vibratory table. Annual Book of ASTM Standards, ASTM International, West Conshohocken

4. ASTM D4254-06 (2006) Test methods for minimum index density and unit weight of soils and calculation of relative density. Annual Book of ASTM Standards, ASTM International, West Conshohocken

5. ASTM D6528-17 (2017) Standard test method for consolidated undrained direct simple shear testing of fine grain soils. ASTM International: West Conshohocken

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