Thermo-hydro-mechanical behaviour of two heavily overconsolidated clays

By E. Romero, M. Villar, A. Lloret. 2005

155 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Environmental Engineering, Renewable Energy, Sustainability and the Environment

View Paper: https://www.semanticscholar.org/paper/9f867f4ff03375be439859c869cf861032815a87

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. L. Laloui
3. Yu-Jun Cui
4. N. Barnel
5. B. François
6. W. Ye
7. A. Ferrari
8. E. Romero

In Environmental Engineering

1. L. Laloui
2. Yu-Jun Cui
3. A. Tang
4. B. François
5. N. Barnel
6. A. Ferrari

In Renewable Energy, Sustainability and the Environment

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

Citations in the corpus

• ACMEG‐TS: A constitutive model for unsaturated soils under non‐isothermal conditions (2008, background): “[17]) (Figure 12).”
• Thermo-mechanical behaviour of a compacted swelling clay (2008, methodology): “For this reason, step-by-step mechanical loading is usually used to study the hydromechanical behaviour of unsaturated soil (Lloret et al. 2003; Romero et al. 2005).”