Experiment evidence on the temperature dependence of desiccation cracking behavior of clayey soils
By Chao‐sheng Tang, Yu-Jun Cui, A. Tang, Bin Shi. 2010
345 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Management, Monitoring, Policy and Law
View Paper: https://www.semanticscholar.org/paper/a45c6014c804d2ac0c773538ead86e6f69a61a85
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In Civil and Structural Engineering
In Management, Monitoring, Policy and Law
Citations in the corpus
- Study of desiccation crack initiation and development at ground surface (2011, neutral): “The dependence of the critical water content at the steady state on the shrinkage limit is also supported by a well controlled laboratory experiment (Tang et al., 2010).”
- Effect of discrete fibre reinforcement on soil tensile strength (2014, methodology): “This has been confirmed by Tang et al. (2010b) who performed single fibre pull-out test.”
- Desiccation and cracking behaviour of clay layer from slurry state under wetting-drying cycles (2011, background): “…behavior is governed by a large number of factors including mineral composition, clay content, relative humidity, temperature, layer thickness, boundary conditions etc. (Albrecht and Benson, 2001; Fang, 1997; Nahlawi and Kodikara, 2006; Rodríguez et al., 2007; Tang et al., 2007, 2008, 2010).”