Leony Defy Kariwangan

CLAY SOIL STABILIZATION TEST USING LIME (CaCO3)

by Mystica Weking, firdaus chairuddin, William Chendra, and Leony Defy Kariwangan

Testing Research clay soil stabilization by using limestone (CaCO 3) is intended to determine the... more Testing Research clay soil stabilization by using limestone (CaCO 3) is intended to determine the compressive strength ratio of the soil with a mixture of lime. Soil behavior is strongly influenced by the water content dikandungannya, a type of soil that has a lot of problems in the development konstruksipada general and in particular road construction is expansive soil. Soil types inimempunyaki very high shrinkage and development properties, the expansive initanah research will be added a few per cent of lime as binder primarily forming minerals, namely montmorillonite. As the embankment material, shape stability test used is free compressive strength test. The method used was tested in the laboratory according to some standard of ASTM. The conclusion is: the magnitude of the voltage value of land without lime mix of free compressive strength test in a row, namely 0 days: 0.9929 kg / cm2; 5 days: 0.9422 kg / cm2; 10 days: 0.5268 kg / cm2; 15 days: 0.5085 kg / cm2; 20 days: 0.4517 kg / cm2. The voltage value of the soil with a mixture of lime in a row, namely 0 days: 0.1209 kg / cm2 from a mixture of soil with lime content of 30%; 5 days: 0.1958 kg / cm2 from a mixture of soil with lime content of 70%; 10 days: 0.3679 kg / cm2 from a mixture of soil with lime content of 50%; 15 days: 0.3660 kg / cm2 from a mixture of soil with lime content of 50%; 20 days: 0.2705 kg / cm2 from a mixture of soil with lime content of 50%. namely 0 days: 0.1209 kg / cm2 from a mixture of soil with lime content of 30%; 5 days: 0.1958 kg / cm2 from a mixture of soil with lime content of 70%; 10 days: 0.3679 kg / cm2 from a mixture of soil with lime content of 50%; 15 days: 0.3660 kg / cm2 from a mixture of soil with lime content of 50%; 20 days: 0.2705 kg / cm2 from a mixture of soil with lime content of 50%. namely 0 days: 0.1209 kg / cm2 from a mixture of soil with lime content of 30%; 5 days: 0.1958 kg / cm2 from a mixture of soil with lime content of 70%; 10 days: 0.3679 kg / cm2 from a mixture of soil with lime content of 50%; 15 days: 0.3660 kg / cm2 from a mixture of soil with lime content of 50%; 20 days: 0.2705 kg / cm2 from a mixture of soil with lime content of 50%.

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CLAY SOIL STABILIZATION TEST USING LIME (CaCO3) - William Chendra - 14 34 003

by William Chendra, firdaus chairuddin, Mystica Weking, and Leony Defy Kariwangan

Testing Research clay soil stabilization by using limestone (CaCO 3) is intended to determine the... more Testing Research clay soil stabilization by using limestone (CaCO 3) is intended to determine the compressive strength ratio of the soil with a mixture of lime. Soil behavior is strongly influenced by the water content dikandungannya, a type of soil that has a lot of problems in the development konstruksipada general and in particular road construction is expansive soil. Soil types inimempunyaki very high shrinkage and development properties, the expansive initanah research will be added a few per cent of lime as binder primarily forming minerals, namely montmorillonite. As the embankment material, shape stability test used is free compressive strength test. The method used was tested in the laboratory according to some standard of ASTM. The conclusion is: the magnitude of the voltage value of land without lime mix of free compressive strength test in a row, namely 0 days: 0.9929 kg / cm2; 5 days: 0.9422 kg / cm2; 10 days: 0.5268 kg / cm2; 15 days: 0.5085 kg / cm2; 20 days: 0.4517 kg / cm2. The voltage value of the soil with a mixture of lime in a row, namely 0 days: 0.1209 kg / cm2 from a mixture of soil with lime content of 30%; 5 days: 0.1958 kg / cm2 from a mixture of soil with lime content of 70%; 10 days: 0.3679 kg / cm2 from a mixture of soil with lime content of 50%; 15 days: 0.3660 kg / cm2 from a mixture of soil with lime content of 50%; 20 days: 0.2705 kg / cm2 from a mixture of soil with lime content of 50%. namely 0 days: 0.1209 kg / cm2 from a mixture of soil with lime content of 30%; 5 days: 0.1958 kg / cm2 from a mixture of soil with lime content of 70%; 10 days: 0.3679 kg / cm2 from a mixture of soil with lime content of 50%; 15 days: 0.3660 kg / cm2 from a mixture of soil with lime content of 50%; 20 days: 0.2705 kg / cm2 from a mixture of soil with lime content of 50%. namely 0 days: 0.1209 kg / cm2 from a mixture of soil with lime content of 30%; 5 days: 0.1958 kg / cm2 from a mixture of soil with lime content of 70%; 10 days: 0.3679 kg / cm2 from a mixture of soil with lime content of 50%; 15 days: 0.3660 kg / cm2 from a mixture of soil with lime content of 50%; 20 days: 0.2705 kg / cm2 from a mixture of soil with lime content of 50%.

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CLAY SOIL STABILIZATION TEST USING LIME (CaCO3)

by Leony Defy Kariwangan, firdaus chairuddin, Mystica Weking, and William Chendra

Testing Research clay soil stabilization by using limestone (CaCO 3) is intended to determine the... more Testing Research clay soil stabilization by using limestone (CaCO 3) is intended to determine the compressive strength ratio of the soil with a mixture of lime. Soil behavior is strongly influenced by the water content dikandungannya, a type of soil that has a lot of problems in the development konstruksipada general and in particular road construction is expansive soil. Soil types inimempunyaki very high shrinkage and development properties, the expansive initanah research will be added a few per cent of lime as binder primarily forming minerals, namely montmorillonite. As the embankment material, shape stability test used is free compressive strength test. The method used was tested in the laboratory according to some standard of ASTM. The conclusion is: the magnitude of the voltage value of land without lime mix of free compressive strength test in a row, namely 0 days: 0.9929 kg / cm2; 5 days: 0.9422 kg / cm2; 10 days: 0.5268 kg / cm2; 15 days: 0.5085 kg / cm2; 20 days: 0.4517 kg / cm2. The voltage value of the soil with a mixture of lime in a row, namely 0 days: 0.1209 kg / cm2 from a mixture of soil with lime content of 30%; 5 days: 0.1958 kg / cm2 from a mixture of soil with lime content of 70%; 10 days: 0.3679 kg / cm2 from a mixture of soil with lime content of 50%; 15 days: 0.3660 kg / cm2 from a mixture of soil with lime content of 50%; 20 days: 0.2705 kg / cm2 from a mixture of soil with lime content of 50%. namely 0 days: 0.1209 kg / cm2 from a mixture of soil with lime content of 30%; 5 days: 0.1958 kg / cm2 from a mixture of soil with lime content of 70%; 10 days: 0.3679 kg / cm2 from a mixture of soil with lime content of 50%; 15 days: 0.3660 kg / cm2 from a mixture of soil with lime content of 50%; 20 days: 0.2705 kg / cm2 from a mixture of soil with lime content of 50%. namely 0 days: 0.1209 kg / cm2 from a mixture of soil with lime content of 30%; 5 days: 0.1958 kg / cm2 from a mixture of soil with lime content of 70%; 10 days: 0.3679 kg / cm2 from a mixture of soil with lime content of 50%; 15 days: 0.3660 kg / cm2 from a mixture of soil with lime content of 50%; 20 days: 0.2705 kg / cm2 from a mixture of soil with lime content of 50%.

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