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- W587209075 abstract "This study made an extensive laboratory testing of effectiveness of cement treatment on geotechnical parameters of soils encountered in the southern coast line of Caspian Sea, including Gorgan Loess, Rasht Clay and Anzali Sand. Addition of cement caused significant improvement in unconfined compressive strength and modulus of elasticity. Triaxial test results indicated that while cement treatment improved shear strength remarkably, the type of failure varied greatly from ductile to brittle behavior. The large scale direct shear test results showed significant improvement in shear strength. Besides, brittle behavior of cement treated samples has been observed. Cement treatment increased the cohesion parameter in both triaxial and direct shear tests, considerably. Eventually, it was observed that failure envelope trend of cement treated samples is non-linear and some failure criteria such as modified Griffith theory (1962) and also the criterion suggested by Johnston (1985) can describe the soil cement behavior, satisfactorily." @default.
- W587209075 created "2016-06-24" @default.
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- W587209075 date "2012-09-13" @default.
- W587209075 modified "2023-10-05" @default.
- W587209075 title "Geotechnical behavior of cement treated soils from southern coast line of Caspian Sea" @default.
- W587209075 doi "https://doi.org/10.1201/b12754-94" @default.
- W587209075 hasPublicationYear "2012" @default.
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