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Analisis Stabilisasi Tanah Dasar dengan Cerucuk Bambu dan Geotekstil
The road plays an essential role as a driving force for development growth in Sukabumi. The access section is an organic clay type with low bearing capacity, so it needs subgrade stabilization. The DCP test obtained a value of 0.76%. The carrying capacity value is in a poor classification. Therefore, it is necessary to strengthen the soil layer using bamboo culms and geotextiles. After that, it is required to do a field CBR. After supporting bamboo culms, the carrying capacity value is 5.63%. This value meets the CBR requirements in medium classification. Thus, it is necessary to add a pavement layer with geotextile. This bearing capacity test obtained a value of 20.59% and is in excellent classification.
Analisis Stabilisasi Tanah Dasar dengan Cerucuk Bambu dan Geotekstil
The road plays an essential role as a driving force for development growth in Sukabumi. The access section is an organic clay type with low bearing capacity, so it needs subgrade stabilization. The DCP test obtained a value of 0.76%. The carrying capacity value is in a poor classification. Therefore, it is necessary to strengthen the soil layer using bamboo culms and geotextiles. After that, it is required to do a field CBR. After supporting bamboo culms, the carrying capacity value is 5.63%. This value meets the CBR requirements in medium classification. Thus, it is necessary to add a pavement layer with geotextile. This bearing capacity test obtained a value of 20.59% and is in excellent classification.
Analisis Stabilisasi Tanah Dasar dengan Cerucuk Bambu dan Geotekstil
Muhammad Naufal Luthfiyyah (Autor:in) / Hadi Kusumah (Autor:in) / Hartono (Autor:in)
2023
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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Analisis Parameter Geser Tanah Lempung Hasil Stabilisasi Dengan Abu Serbuk Kayu
BASE | 2021
|PERBANDINGAN ANTARA PENGGUNAAN KAPUR DAN ABU SEKAM PADI UNTUK STABILISASI TANAH DASAR
BASE | 2019
|MENINGKATKAN CBR DAN MEMPERKECIL SWELLING TANAH SUB GRADE DENGAN METODE STABILISASI TANAH DAN KAPUR
BASE | 2009
|