A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
PENGARUH PENGGUNAAN CERUCUK TERHADAP KUAT GESER TANAH LEMPUNG LUNAK
Clay soil is a soil type which has a low bearing capacity so that it will face problems if theclay is receiving considerable expense. One alternative to improve the bearing capacity of clay soilis to provide a ditusukan cerucuk into it. This study aimed to discover how much influence cerucukuse of soft clay soil strength.The method used is by the addition of wood with a diameter polecerucuk ± 8 cm in the soft clay which then will be tested with a shear tester (Vane Shear Test) withthe length and spacing cerucuk cerucuk varied.The results after cerucuk anchored into the clay soilshowed an increase in shear strength of clay soil, compared with a shear strength values withoutcerucuk. For 60 cm long with a space cerucuk 2D, 3D, 5D, respectively 5.25%, 2.20%, 1.06%. For80 cm long with a space cerucuk 2D, 3D, 5D, respectively for 25.15%, 20.73%, 18.91%. Forcerucuk 100 cm long with a spacing of 2D, 3D, 5D, respectively for 33.80%, 31.63%, 29.93%. Withthis we can conclude that the longer the cerucuk and the closer the distance between cerucuk, themore can increase the shear strength of clay soil.
PENGARUH PENGGUNAAN CERUCUK TERHADAP KUAT GESER TANAH LEMPUNG LUNAK
Clay soil is a soil type which has a low bearing capacity so that it will face problems if theclay is receiving considerable expense. One alternative to improve the bearing capacity of clay soilis to provide a ditusukan cerucuk into it. This study aimed to discover how much influence cerucukuse of soft clay soil strength.The method used is by the addition of wood with a diameter polecerucuk ± 8 cm in the soft clay which then will be tested with a shear tester (Vane Shear Test) withthe length and spacing cerucuk cerucuk varied.The results after cerucuk anchored into the clay soilshowed an increase in shear strength of clay soil, compared with a shear strength values withoutcerucuk. For 60 cm long with a space cerucuk 2D, 3D, 5D, respectively 5.25%, 2.20%, 1.06%. For80 cm long with a space cerucuk 2D, 3D, 5D, respectively for 25.15%, 20.73%, 18.91%. Forcerucuk 100 cm long with a spacing of 2D, 3D, 5D, respectively for 33.80%, 31.63%, 29.93%. Withthis we can conclude that the longer the cerucuk and the closer the distance between cerucuk, themore can increase the shear strength of clay soil.
PENGARUH PENGGUNAAN CERUCUK TERHADAP KUAT GESER TANAH LEMPUNG LUNAK
Arie, Nugroho Suwgjno (author)
2013-01-13
Jurnal APTEK; Vol. 5 No. 2 (2013): APLIKASI TEKNOLOGI ; 2535-6269 ; 2085-2630 ; 10.30606/aptk.v5i2
Article (Journal)
Electronic Resource
English
DDC:
690
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