Assessment of strength development in cement-admixed high water content clays with Abrams' law as a basis
Composite soft ground formation with columnar inclusions by in-situ deep mixing or jet grouting is extensively used to mitigate the adverse effects of low bearing capacity and high compressibility of soft clay ground (e.g. Kawasaki et al., 1981; Terashi and Tanaka, 1981; Kamon and Bergado, 1992; Kam...
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Veröffentlicht in: | Géotechnique 2003-05, Vol.53 (4), p.439-444 |
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description | Composite soft ground formation with columnar inclusions by in-situ deep mixing or jet grouting is extensively used to mitigate the adverse effects of low bearing capacity and high compressibility of soft clay ground (e.g. Kawasaki et al., 1981; Terashi and Tanaka, 1981; Kamon and Bergado, 1992; Kamaluddin and Balasubramaniam, 1995; Yin and Lai, 1998). In general, many laboratory trials are needed for determination of strength before the execution of soil-cement columns. In order to minimise the number of trials needed to arrive at the quantity of cement to be admixed, it is desirable to have a simple method to predict strength development with time for various combinations of clay water content and cement content. This technical note presents such a method based on Abrams' law, which is extensively used in concrete technology. |
doi_str_mv | 10.1680/geot.2003.53.4.439 |
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This technical note presents such a method based on Abrams' law, which is extensively used in concrete technology.</description><subject>Earth sciences</subject><subject>Earth, ocean, space</subject><subject>Engineering and environment geology. 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title | Assessment of strength development in cement-admixed high water content clays with Abrams' law as a basis |
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