Memory Surface Hardening Model for Granular Soils under Repeated Loading Conditions-Reference-Cited by-同舟云学术

Memory Surface Hardening Model for Granular Soils under Repeated Loading Conditions

Author:

Corti Riccardo¹,Diambra Andrea²,Wood David Muir³,Escribano Daniella E.⁴,Nash David F. T.⁵

Affiliation:

1. Ph.D. Student, Faculty of Engineering, Univ. of Bristol, Queen’s Bldg., Bristol BS8 1TR, U.K. (corresponding author).

2. Lecturer, Faculty of Engineering, Univ. of Bristol, Queen’s Bldg., Bristol BS8 1TR, U.K.

3. Emeritus Professor, Division of Civil Engineering Fulton Bldg., H13 Univ. of Dundee Nethergate, Dundee DD1 4HN, U.K.

4. Lecturer, Faculty of Engineering, Dept. of Civil Engineering, Edmundo Larenas 215, Barrio Universitario, Concepción 4089100, Chile.

5. Senior Research Fellow, Faculty of Engineering, Univ. of Bristol, Queen’s Bldg., Bristol BS8 1TR, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

Reference36 articles.

1. Al-Tabbaa A. and Muir Wood D. (1989). “An experimentally based ‘bubble’ model for clay.” NUMOG III Niagara Falls Canada.

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