Expansive bentonite-sand mixtures in cyclic controlled-suction drying and wetting

By E. Alonso, E. Romero, C. Hoffmann, E. García-Escudero. 2005

300 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Industrial and Manufacturing Engineering

View Paper: https://www.semanticscholar.org/paper/ad9a604517abcb2e8821b09eb0113486f4ba2bcf

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. Chao‐sheng Tang
2. Bin Shi
3. Yu-Jun Cui
4. Chun Liu
5. A. Tang
6. Abbas Taheri
7. A. Soltani
8. M. Khatibi

In Industrial and Manufacturing Engineering

1. A. Tang
2. Yu-Jun Cui
3. Chao‐sheng Tang
4. Bin Shi

Citations in the corpus

• Swelling Potential of a Stabilized Expansive Soil: A Comparative Experimental Study (2017, background): “Many researchers including Al-Homoud et al. (1995), Tripathy et al. (2002), Rao and Tripathy (2003), Alonso et al. (2005), Tripathy and Subba Rao (2009), Ahmadi et al. (2012), Estabragh et al. (2012a), Thyagaraj and Zodinsanga (2014) and Estabragh et al. (2015) have stated that expansive soils…”
• Desiccation and cracking behaviour of clay layer from slurry state under wetting-drying cycles (2011, background): “Several studies have been performed to investigate the effect of wetting and drying on soil physical properties (Alonso et al., 2005; Nowamooz et al., 2009; Rao et al., 2001; Tang et al., 2011).”
• Laboratory investigation of the effect of cyclic wetting and drying on the behaviour of an expansive soil (2015, methodology): “The extent of each process depends on the soil structure and, importantly, the number of inter-particle bonds causing resistance (Bell, 2000; Popescu, 1979). While the change of soil volume in structural and residual phases of shrinkage is less than the change in the volume of water, they are the sa”
• 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 ”