Influencing factors of geometrical structure of surface shrinkage cracks in clayey soils
By Chao‐sheng Tang, Bin Shi, Chun Liu, Li-Zheng Zhao, Bao-jun Wang. 2008
485 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Management, Monitoring, Policy and Law
View Paper: https://www.semanticscholar.org/paper/a6dde400da6dc6468a17d8007b4074c1cd961f80
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In Civil and Structural Engineering
In Management, Monitoring, Policy and Law
Citations in the corpus
- Automatic quantification of crack patterns by image processing (2013, methodology): “Up to date, the CIAS have been used to study the fundamentals of soil cracks (Tang et al., 2008, 2011).”
- Crack patterns in clayey soils: Experiments and modeling (2012, methodology): “To obtain these parameters, a technique of image analysis, as described by Tang et al. (2008) [50], Vogel et al. (2005) [21], Yesiller et al. (2000) [27], and Serra et al. (1982) [51], was used.”
- Experimental characterization of shrinkage and desiccation cracking in thin clay layer (2011, background): “Tang et al. / Applied Clay Science 52 (2011) 69–77”
- Experiment evidence on the temperature dependence of desiccation cracking behavior of clayey soils (2010, methodology): “However, as soil is a highly complex material, its desiccation cracking behavior is governed by a large number of factors such as mineral composition, clay content, relative humidity, layer thickness and size, boundary conditions, etc. (Fang, 1997; Albrecht and Benson, 2001; Nahlawi and Kodikara,…”
- Desiccation and cracking behaviour of clay layer from slurry state under wetting-drying cycles (2011, background): “In the tests of Yesiller et al. (2000) and Tang et al. (2008), most cracks after the second and third W–”
- Salient factors controlling desiccation cracking of clay in laboratory experiments (2013, background): “For instance, in geoengineering, shrinkage cracking is significant in earth embankments (Tang et al., 2008), slopes, foundations and roads.”