A model for the volume change behavior of heavily compacted swelling clays

By Yu-Jun Cui, M. Yahia-Aissa, P. Delage. 2002

173 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Management, Monitoring, Policy and Law

View Paper: https://www.semanticscholar.org/paper/e5038ad2d41b2ac0fac139437eea2c24193c8401

How researchers see this paper

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

In Civil and Structural Engineering

1. A. Tang
2. Yu-Jun Cui
3. N. Barnel
4. M. Villar
5. A. Lloret
6. W. Ye
7. L. Laloui

In Management, Monitoring, Policy and Law

1. A. Tang
2. N. Barnel
3. Yu-Jun Cui

Citations in the corpus

• Thermo-mechanical behaviour of a compacted swelling clay (2008, methodology): “…behaviour of compacted swelling soils at ambient temperature have been studied in previous works (Al-Mukhtar et al. 1999; Belanteur et al. 1997; Bucher & Mayor 1989; Cui et al. 2002; Cuisinier & Masrouri 2004; Delage et al. 1998; Komine & Ogata 1994; Lloret et al. 2003; Villar 1999; etc.).”
• Controlling suction by vapour equilibrium technique at different temperatures, application to the determination of the water retention properties of MX80 clay (2005, unknown): “Bernier et al. (1997), Cui et al. (2002), Lloret et al. (2003), Macial (2003) improved the water moisture exchange between humid air and soil sample in the oedometer by allowing circulation of humid air through the base of sample.”
• Influence of dry density and water content on the swelling of a compacted bentonite (2008, background): “Several authors have observed a decrease of the swelling capacity of the clay as the initial water content increased (Kassiff and Ben Shalom, 1971; Day, 1998).”
• Volume changes and mechanical degradation of a compacted expansive soil under freeze-thaw cycles (2019, background): “Previous studies have mainly focused on the effect of wet–dry cycles on the cracking, mechanical, swell–shrink and hydro–mechanical behavior of expansive soils (Alonso et al., 2005; Cui et al., 2002; Cuisinier and Masrouri, 2005; Estabragh et al., 2015; Rosenbalm and Zapata, 2016), and the behavior ”
• Hydromechanical behaviour of a heterogeneous compacted soil: experimental observations and modelling (2011, unknown): “They were determined from back-calculation of laboratory oedometer tests on compacted FoCa clay (Volckaert et al. , 2000; Yahia-Aı¨ssa et al. , 2000; Cui et al. , 2002).”