Theoretical Analysis of Pressure-Dependent K 0 for Normally Consolidated Clays Using Critical State Soil Models
Auteur(s): |
Nian Hu
(Postdoctoral Researcher, State Key Lab for Geomechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China.)
Xiang-Yu Shang (Associate Professor, State Key Lab for Geomechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China (corresponding author).) Hai-Sui Yu (Professor, School of Civil Engineering, Univ. of Leeds, Leeds LS2 9JT, U.K.) |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | International Journal of Geomechanics, mars 2018, n. 3, v. 18 |
Page(s): | 04017159 |
DOI: | 10.1061/(asce)gm.1943-5622.0001075 |
- Informations
sur cette fiche - Reference-ID
10605777 - Publié(e) le:
08.05.2021 - Modifié(e) le:
09.07.2021