A Bounding Surface Model for Cement Stabilized Clay
Author:
Publisher
Springer Singapore
Link
http://link.springer.com/content/pdf/10.1007/978-981-15-6086-6_81
Reference23 articles.
1. Arroyo M, Ciantia M, Castellanza R et al (2012) Simulation of cement-improved clay structures with a bonded elasto-plastic model: a practical approach. Comput Geotech 45:140–150. https://doi.org/10.1016/j.compgeo.2012.05.008
2. Atkinson J (2007) Peak strength of overconsolidated clays. Geotechnique 57:127–135. https://doi.org/10.1680/geot.2007.57.2.127
3. Atkinson J, Bransby PL (1978) The mechanics of soils : an introduction to critical state soil mechanics. McGraw-Hill Book Co
4. Atkinson JH, Richardson D (1987) The effect of local drainage in shear zones on the undrained strength of overconsolidated clay. Géotechnique 37:393–403. https://doi.org/10.1680/geot.1987.37.3.393
5. Chew SH, Kamruzzaman AHM, Lee FH (2004) Physicochemical and engineering behavior of cement treated clays. J Geotech Geoenviron Eng 130:696–706. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:7(696)
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