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Cited by 2 publications
(4 citation statements)
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“…Cement-mixing techniques such as deep-mixing (DMM; Terashi and Tanaka, 1981) and pre-mixing (Zen et al, 1992) methods are becoming widely established for stabilizing soft soils in applications ranging from the strengthening of weak foundation soils to the mitigation of liquefaction. Although there have been significant advances in the equipment and methods used for cement-mixing, there remains a high degree of spatial variability in the physical and mechanical properties of the treated ground (i.e., unit weight, shear strength, etc.).…”
Section: Introductionmentioning
confidence: 99%
“…Cement-mixing techniques such as deep-mixing (DMM; Terashi and Tanaka, 1981) and pre-mixing (Zen et al, 1992) methods are becoming widely established for stabilizing soft soils in applications ranging from the strengthening of weak foundation soils to the mitigation of liquefaction. Although there have been significant advances in the equipment and methods used for cement-mixing, there remains a high degree of spatial variability in the physical and mechanical properties of the treated ground (i.e., unit weight, shear strength, etc.).…”
Section: Introductionmentioning
confidence: 99%
“…In contrast, in the cases of IP-1 and IP-3, further treatment has no a significant effect on the strength of the treated soil. The results of this study show that the utilization 2PV of grouting solution OS-2 composed of calcium chloride, magnesium sulfate, urea and enzyme of urease is a promising method for liquefaction mitigation, as mention by Zen [10] that UCS (strength) of 100 kPa is enough to prevent the onset of liquefaction [10,11].…”
Section: Resultsmentioning
confidence: 92%
“…Several soil improvement techniques have been developed for enhancing the soil resistance to liquefaction and reducing possible damages, such as densification, solidification by cement, epoxy, silicates or other chemical compounds, and bio-grouting methods using calcite precipitation techniques [4,[7][8][9]. Zen [10] has conducted a premixing method using a cement to increase the cohesion of sandy soil. It was found that mixing 5.5% of cement improves the cohesion to 98 kPa, which equivalent to N-SPT of 15-20 and UCS 100 [10,11].…”
Section: Introductionmentioning
confidence: 99%
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