Factors Affecting Steady State Locus in Triaxial Tests-Reference-Cited by-同舟云学术

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Factors Affecting Steady State Locus in Triaxial Tests

Published:2016-09-09 Issue:6 Volume:39 Page:20150228
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Soares M.¹,Fonseca A. Viana da²

Affiliation:

1. CONSTRUCT-GEO, Faculty of Engineering (FEUP), Univ. of Porto, Rua Dr. Roberto Frias, s/n 4200-465 Porto, PT (Corresponding author), e-mail: smarisacsoares@gmail.com

2. CONSTRUCT-GEO, Faculty of Engineering (FEUP), Univ. of Porto, Rua Dr. Roberto Frias, s/n 4200-465 Porto, PT, e-mail: viana@fe.up.pt

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

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2. Modelling the critical state behaviour of granular soils: Application of NorSand constitutive law to TP-Lisbon sand;GEOMECH ENG;2023

3. Effect of particle size and particle size distribution on critical state loci of granular soils;CAN GEOTECH J;2023

4. Effect of particle size and particle size distribution on the post-liquefaction strength of granular soils;Soils and Foundations;2023-08

5. Effect of particle size and particle size distribution on critical state loci of granular soils;Canadian Geotechnical Journal;2023-08-01

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