Meningkatkan Berat Volume Kering Tanah Dengan Menggunakan Serbuk Limbah Beton
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Institusion
Universitas Kadiri
Author
Sutantio, Steven Sabatian Trisan
Subject
TA Engineering (General). Civil engineering (General)
Datestamp
2023-08-05 05:49:20
Abstract :
Land has a function as the basis for laying a building even as the building material itself. Soil structure that is less stable has the potential to sag when there is a change in the level of water dehydration. Therefore, in the preparation of this final project the author tries to increase the dry volume of the soil by adding concrete waste powder. The material used as a test object is a soil structure located in Wonojoyo Village, Kec gurah Kediri Regency using a combination of Concrete Waste Powder with a percentage of 0% (Original Soil), 8%, 12%, 18% and 24%. The test results obtained the value of the maximum volume at the addition of 15% concrete powder with the results of the compaction test obtained the dry volume weight of 1.69 gr/cm3.
Land has a function as the basis for laying a building even as the building material itself. Soil structure that is less stable has the potential to sag when there is a change in the level of water dehydration. Therefore, in the preparation of this final project the author tries to increase the dry volume of the soil by adding concrete waste powder. The material used as a test object is a soil structure located in Wonojoyo Village, Kec gurah Kediri Regency using a combination of Concrete Waste Powder with a percentage of 0% (Original Soil), 8%, 12%, 18% and 24%. The test results obtained the value of the maximum volume at the addition of 15% concrete powder with the results of the compaction test obtained the dry volume weight of 1.69 gr/cm3.
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