Enhancing the Bolzon–Schrefler–Zienkiewicz Constitutive Model for Partially Saturated Soil

69 citations recorded by the source corpus.

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

A hypoplastic model for mechanical response of unsaturated soils (2008, background): “Notable examples include contributions of Alonso et al. [1], Kogho et al. [23], Modaressi and Abou-Bekr [36], Wheeler and Sivakumar [50], Loret and Khalili [27, 28],Vaunat et al. [48], Khalili and Loret [22], Gallipoli et al. [13], Wheeler et al. [51], Sheng et al. [44], Borja [6], Ehlers et al. [10”
A simple analytical solution to one‐dimensional consolidation for unsaturated soils (2014, background): “Some scholars have developed and analyzed fully coupled models for water flow and air flow in deformable porous media for unsaturated soils [8–11].”
Generalized plasticity state parameter‐based model for saturated and unsaturated soils. Part II: Unsaturated soil modeling (2011, methodology): “After Jommi [22] proposed a general framework for Critical State models, attention first focused on modeling isotropic compression tests [23–25], and later shearing behavior was modeled [26–28], and Santagiuliana [29] who enhanced a previous model by Bolzon et al.”
A new modelling approach for unsaturated soils using independent stress variables (2008, background): “More recent models have incorporated suction–saturation relationships with hysteresis into stress–strain relationships (Wheeler 1996; Dangla et al. 1997; Vaunat et al. 2000; Gallipoli et al. 2003; Wheeler et al. 2003; Sheng et al. 2004; Santagiuliana and Schrefler 2006; Sun et al. 2007a).”