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- W2354835756 abstract "This paper presents the results of an investigation aimed at delineating the engineering properties of Soil-Cement-Fly ash-Bentonite improved soil grout, which was used for soil mixing pile wall. A series of laboratory tests on engineering properties, such as unconfined compressive strength and permeability, were undertaken to evaluate the effectiveness and performances of cement additive as soil stabilizing agent. In this investigation, the Soil-Cement-Bentonite improved soil samples were prepared with two cement-to-soil ratios (Aw) and three water-to-cement ratios (w/c). Test results show that the unconfined compressive strength and permeability of improved soil samples are dependent on the Aw and w/c values. The gain in strength increase as Aw and time increases, but decrease as w/c increases. On the other hand, the permeability of improved soil samples decreases with the increase of Aw and time, while increases as w/c increases." @default.
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- W2354835756 date "2007-01-01" @default.
- W2354835756 modified "2023-09-27" @default.
- W2354835756 title "A Study on Engineering Characteristics of Improved Soil for Soil Mixing Pile Wall by Triaxial-Drill At Shield Shaft" @default.
- W2354835756 hasPublicationYear "2007" @default.
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