A general simple method for calculating consolidation settlements of layered clayey soils with vertical drains under staged loadings-Reference-Cited by-同舟云学术

A general simple method for calculating consolidation settlements of layered clayey soils with vertical drains under staged loadings

Published:2022-01-04 Issue:8 Volume:17 Page:3647-3674
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Yin Jian-Hua^ORCID,Chen Ze-Jian,Feng Wei-Qiang

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/s11440-021-01318-2.pdf

Reference49 articles.

1. Akai, K and Tanaka, Y (1999). Settlement behavior of an off-shore airport KIA. In: Twelfth European Conference on Soil Mechanics and Geotechnical Engineering (Proceedings), Location: Amsterdam, Netherlands, AA Balkema, 1999-6-7 to 1999-6-10, pp 1041–1046

2. Barden L (1965) Consolidation of Clay with non-linear Viscosity. Geotechnique 15(4):345–362

3. Barden L (1969) Time-dependent deformation of normally consolidated clays and peats. J Soil Mech Found Div Am Soc Civ Engrs 95:1–31

4. Barron RA (1948) Consolidation of fine-grained soils by drain wells. Trans ASCE 113(2346):718–742

5. Berre T, Iversen K (1972) Oedometer tests with different specimen heights on a clay exhibiting large secondary compression. Geotechnique 22(1):53–70

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