Ageing effects in a compacted bentonite: a microstructure approach

By P. Delage, D. Marcial, Yu-Jun Cui, X. Ruiz. 2006

414 citations recorded by the source corpus.

Subfields: Biomaterials, Civil and Structural Engineering, Industrial and Manufacturing Engineering

View Paper: https://www.semanticscholar.org/paper/e054b7fe4755baff8dc32b8aa16d90000ee2f4ac

How researchers see this paper

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

In Biomaterials

1. E. Romero
2. Tom Schanz
3. Snehasis Tripathy
4. A. Tang
5. Yu-Jun Cui

In Civil and Structural Engineering

1. A. Tang
2. Yu-Jun Cui
3. W. Ye
4. E. Romero
5. J. Barnichon
6. Snehasis Tripathy
7. Tom Schanz
8. Qiong Wang

In Industrial and Manufacturing Engineering

1. W. Ye
2. E. Romero
3. Yu-Jun Cui
4. A. Tang
5. J. Barnichon
6. Simona Saba
7. Qiong Wang
8. Snehasis Tripathy

Citations in the corpus

• Hydraulic conductivity and microstructure changes of compacted bentonite/sand mixture during hydration (2013, methodology): “For as-compacted samples, it was cut to small slices and freeze-dried (see Delage and Lefebvre, 1984; Cui et al., 2002; Delage et al., 2006; Tang et al., 2011 for more details).”
• Microstructure and anisotropic swelling behaviour of compacted bentonite/sand mixture (2014, positive): “Various observations of the microstructure of compacted bentonites and sand/bentonite mixture have been carried out using mercury intrusion porosimetry (MIP) and scanning electron microscopy (SEM) (Villar and Lloret, 2001; Cui et al., 2002; Montes-Hernandez, 2002; Lloret et al., 2003; Delage et al.,”
• Microstructural changes of an undisturbed, reconstituted and compacted high plasticity clay subjected to wetting and drying (2015, background): “The initial bimodal distribution of the compacted PSD depends heavily on whether or not the compacted soil reaches a state of saturation or near saturation during compaction (Toll 2000; Delage et al. 2006; Merchán 2011).”
• A microstructural insight into compacted clayey soils and their hydraulic properties (2013, methodology): “, 2011) and on soil compressibility characteristics (Sivakumar and Wheeler, 2000; Katti and Shanmugasundaram, 2001; Santucci de Magistris and Tatsuoka, 2004; Delage et al., 2006; Ferber et al., 2008; Tarantino andDe Col, 2008; Koliji et al., 2009).”
• Swelling pressure of a divalent‐rich bentonite: Diffuse double‐layer theory revisited (2009, methodology): “…on the macro and microstructural changes due to swelling of compacted bentonites [Pusch, 1982; Saiyouri et al., 2000; Imbert and Villar, 2006; Delage et al., 2006], it can be considered that upon saturation, a more homogenous clay fabric is attained and hence equation (5) can be used in the…”
• The effects of technological voids on the hydro-mechanical behaviour of compacted bentonite-sand mixture (2013, background): “The question of possible further changes that could occur over the long term is open, given that some observations have already indicated that ageing effects are significant in compacted bentonite, both at microscopic scale (Delage et al., 2006) and macroscopic scale (Stroes-Gascoyne, 2010), with a ”