HS-Small Constitutive Model for Innovative Geomaterials: Effectiveness and Limits-Reference-Cited by-同舟云学术

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HS-Small Constitutive Model for Innovative Geomaterials: Effectiveness and Limits

Published:2024-07 Issue:7 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Fiamingo Angela¹^ORCID,Abate Glenda¹^ORCID,Chiaro Gabriele²,Massimino Maria Rossella³^ORCID

Affiliation:

1. Dept. of Civil Engineering and Architecture, Univ. of Catania, Via Santa Sofia 64, 95124 Catania, Italy. ORCID: .

2. Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 8400, Christchurch 8041, New Zealand.

3. Dept. of Civil Engineering and Architecture, Univ. of Catania, Via Santa Sofia 64, 95124 Catania, Italy (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9308

Reference53 articles.

1. Validation of a new soil constitutive model for cyclic loading by fem analysis;Abate G.;Solid Mech. Appl.,2007

2. Evaluation of shallow foundation settlements by an elasto-plastic kinematic-isotropic hardening numerical model for granular soil

3. An eco-sustainable innovative geotechnical technology for the structures seismic isolation, investigated by FEM parametric analyses

4. FEM investigation of full-scale tests on DSSI, including gravel-rubber mixtures as geotechnical seismic isolation

5. Dynamic Behavior of Sand/Rubber Mixtures. Part I: Effect of Rubber Content and Duration of Confinement on Small-Strain Shear Modulus and Damping Ratio

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