Research on Soil Stabilization Testing Using Geotextiles for Soil Works The stockpile aims to ana... more Research on Soil Stabilization Testing Using Geotextiles for Soil Works The stockpile aims to analyze whether the geotextile layer affects the compressive strength of the embankment. This research uses two modeling that is, the first test on the embankment that does not use geotextile layer. The second test is testing with variations of geotextile layer (1-3 layers). The results of this study indicate that with the use of geotextiles, the pattern of collapse that occurs changes, where the collapsed only on the pile only and the difference in compressive strength using and not using a layer of geotextiles. The conclusions are: the magnitude of ground tension without the geotextile layer of the free compressive strength test, ie 0 days: 0,0249 kg / cm2; 3 days: 0.2345 kg / cm2; 5 days: 0.2591 kg / cm2. The largest voltage value of the soil with 1 geotextile layer in a row, ie 0 days: 0.0347 kg / cm2; 3 days: 0.1333 kg / cm2; 5 days: 0.1610 kg / cm2. The largest voltage value of the soil with 2 geotextile layers in a row, ie 0 days: 0446 kg / cm2; 3 days: 0.1189 kg / cm2; 5 days: 0.1481 kg / cm2. The largest voltage value of the soil with 3 geotextile layers in a row, ie 0 days: 0.0617 kg / cm2; 3 days: 0.1090 kg / cm2; 5 days: 0.1407 kg / cm2.
Research on Soil Stabilization Testing Using Geotextiles for Soil Works The stockpile aims to ana... more Research on Soil Stabilization Testing Using Geotextiles for Soil Works The stockpile aims to analyze whether the geotextile layer affects the compressive strength of the embankment. This research uses two modeling that is, the first test on the embankment that does not use geotextile layer. The second test is testing with variations of geotextile layer (1-3 layers). The results of this study indicate that with the use of geotextiles, the pattern of collapse that occurs changes, where the collapsed only on the pile only and the difference in compressive strength using and not using a layer of geotextiles. The conclusions are: the magnitude of ground tension without the geotextile layer of the free compressive strength test, ie 0 days: 0,0249 kg / cm2; 3 days: 0.2345 kg / cm2; 5 days: 0.2591 kg / cm2. The largest voltage value of the soil with 1 geotextile layer in a row, ie 0 days: 0.0347 kg / cm2; 3 days: 0.1333 kg / cm2; 5 days: 0.1610 kg / cm2. The largest voltage value of the soil with 2 geotextile layers in a row, ie 0 days: 0446 kg / cm2; 3 days: 0.1189 kg / cm2; 5 days: 0.1481 kg / cm2. The largest voltage value of the soil with 3 geotextile layers in a row, ie 0 days: 0.0617 kg / cm2; 3 days: 0.1090 kg / cm2; 5 days: 0.1407 kg / cm2.
Research on Soil Stabilization Testing Using Geotextiles for Soil Works The stockpile aims to ana... more Research on Soil Stabilization Testing Using Geotextiles for Soil Works The stockpile aims to analyze whether the geotextile layer affects the compressive strength of the embankment. This research uses two modeling that is, the first test on the embankment that does not use geotextile layer. The second test is testing with variations of geotextile layer (1-3 layers). The results of this study indicate that with the use of geotextiles, the pattern of collapse that occurs changes, where the collapsed only on the pile only and the difference in compressive strength using and not using a layer of geotextiles. The conclusions are: the magnitude of ground tension without the geotextile layer of the free compressive strength test, ie 0 days: 0,0249 kg / cm2; 3 days: 0.2345 kg / cm2; 5 days: 0.2591 kg / cm2. The largest voltage value of the soil with 1 geotextile layer in a row, ie 0 days: 0.0347 kg / cm2; 3 days: 0.1333 kg / cm2; 5 days: 0.1610 kg / cm2. The largest voltage value of the soil with 2 geotextile layers in a row, ie 0 days: 0446 kg / cm2; 3 days: 0.1189 kg / cm2; 5 days: 0.1481 kg / cm2. The largest voltage value of the soil with 3 geotextile layers in a row, ie 0 days: 0.0617 kg / cm2; 3 days: 0.1090 kg / cm2; 5 days: 0.1407 kg / cm2.
Alat-alat berat yang umum di pakai pada pelaksanaan proyek Beach nourishment, Khusunya caterpilla... more Alat-alat berat yang umum di pakai pada pelaksanaan proyek Beach nourishment, Khusunya caterpillar...
survey transportation in makassar city, indonesia ( Jl. Jend. Sudirman - Jl. S. Hasanuddin - Jl. ... more survey transportation in makassar city, indonesia ( Jl. Jend. Sudirman - Jl. S. Hasanuddin - Jl. R>A. Kartini - Jl. Somba Opu - Jl. Gunung Lompobattang )
Paper ini menunjukkan apa saja masalah" tentang transportasi dan bagaimana cara untuk mengatasiny... more Paper ini menunjukkan apa saja masalah" tentang transportasi dan bagaimana cara untuk mengatasinya, khusunya pada jalan-jalan yang di tinjau pada paper ini...!!!
• Konstruksi cakar ayam adalah salah satu metode rekayasa teknik dalam pembuatan pondasi bangunan... more • Konstruksi cakar ayam adalah salah satu metode rekayasa teknik dalam pembuatan pondasi bangunan. Metode ini ditemukan oleh Prof. Dr. Ir. Sedijatmo. • Pondasi cakar ayam merupakan pondasi dangkal jika di tinjau dari segi kedalaman, dimana kedalaman pondasi ini kurang dari 3 meter. Namun jika di tinjau dari segi cara bekerjanya secara keseluruhan, maka pondasi ini akan identik dengan pondasi rakit atau raft foundation.
Research on Soil Stabilization Testing Using Geotextiles for Soil Works The stockpile aims to ana... more Research on Soil Stabilization Testing Using Geotextiles for Soil Works The stockpile aims to analyze whether the geotextile layer affects the compressive strength of the embankment. This research uses two modeling that is, the first test on the embankment that does not use geotextile layer. The second test is testing with variations of geotextile layer (1-3 layers). The results of this study indicate that with the use of geotextiles, the pattern of collapse that occurs changes, where the collapsed only on the pile only and the difference in compressive strength using and not using a layer of geotextiles. The conclusions are: the magnitude of ground tension without the geotextile layer of the free compressive strength test, ie 0 days: 0,0249 kg / cm2; 3 days: 0.2345 kg / cm2; 5 days: 0.2591 kg / cm2. The largest voltage value of the soil with 1 geotextile layer in a row, ie 0 days: 0.0347 kg / cm2; 3 days: 0.1333 kg / cm2; 5 days: 0.1610 kg / cm2. The largest voltage value of the soil with 2 geotextile layers in a row, ie 0 days: 0446 kg / cm2; 3 days: 0.1189 kg / cm2; 5 days: 0.1481 kg / cm2. The largest voltage value of the soil with 3 geotextile layers in a row, ie 0 days: 0.0617 kg / cm2; 3 days: 0.1090 kg / cm2; 5 days: 0.1407 kg / cm2.
Research on Soil Stabilization Testing Using Geotextiles for Soil Works The stockpile aims to ana... more Research on Soil Stabilization Testing Using Geotextiles for Soil Works The stockpile aims to analyze whether the geotextile layer affects the compressive strength of the embankment. This research uses two modeling that is, the first test on the embankment that does not use geotextile layer. The second test is testing with variations of geotextile layer (1-3 layers). The results of this study indicate that with the use of geotextiles, the pattern of collapse that occurs changes, where the collapsed only on the pile only and the difference in compressive strength using and not using a layer of geotextiles. The conclusions are: the magnitude of ground tension without the geotextile layer of the free compressive strength test, ie 0 days: 0,0249 kg / cm2; 3 days: 0.2345 kg / cm2; 5 days: 0.2591 kg / cm2. The largest voltage value of the soil with 1 geotextile layer in a row, ie 0 days: 0.0347 kg / cm2; 3 days: 0.1333 kg / cm2; 5 days: 0.1610 kg / cm2. The largest voltage value of the soil with 2 geotextile layers in a row, ie 0 days: 0446 kg / cm2; 3 days: 0.1189 kg / cm2; 5 days: 0.1481 kg / cm2. The largest voltage value of the soil with 3 geotextile layers in a row, ie 0 days: 0.0617 kg / cm2; 3 days: 0.1090 kg / cm2; 5 days: 0.1407 kg / cm2.
Research on Soil Stabilization Testing Using Geotextiles for Soil Works The stockpile aims to ana... more Research on Soil Stabilization Testing Using Geotextiles for Soil Works The stockpile aims to analyze whether the geotextile layer affects the compressive strength of the embankment. This research uses two modeling that is, the first test on the embankment that does not use geotextile layer. The second test is testing with variations of geotextile layer (1-3 layers). The results of this study indicate that with the use of geotextiles, the pattern of collapse that occurs changes, where the collapsed only on the pile only and the difference in compressive strength using and not using a layer of geotextiles. The conclusions are: the magnitude of ground tension without the geotextile layer of the free compressive strength test, ie 0 days: 0,0249 kg / cm2; 3 days: 0.2345 kg / cm2; 5 days: 0.2591 kg / cm2. The largest voltage value of the soil with 1 geotextile layer in a row, ie 0 days: 0.0347 kg / cm2; 3 days: 0.1333 kg / cm2; 5 days: 0.1610 kg / cm2. The largest voltage value of the soil with 2 geotextile layers in a row, ie 0 days: 0446 kg / cm2; 3 days: 0.1189 kg / cm2; 5 days: 0.1481 kg / cm2. The largest voltage value of the soil with 3 geotextile layers in a row, ie 0 days: 0.0617 kg / cm2; 3 days: 0.1090 kg / cm2; 5 days: 0.1407 kg / cm2.
Alat-alat berat yang umum di pakai pada pelaksanaan proyek Beach nourishment, Khusunya caterpilla... more Alat-alat berat yang umum di pakai pada pelaksanaan proyek Beach nourishment, Khusunya caterpillar...
survey transportation in makassar city, indonesia ( Jl. Jend. Sudirman - Jl. S. Hasanuddin - Jl. ... more survey transportation in makassar city, indonesia ( Jl. Jend. Sudirman - Jl. S. Hasanuddin - Jl. R>A. Kartini - Jl. Somba Opu - Jl. Gunung Lompobattang )
Paper ini menunjukkan apa saja masalah" tentang transportasi dan bagaimana cara untuk mengatasiny... more Paper ini menunjukkan apa saja masalah" tentang transportasi dan bagaimana cara untuk mengatasinya, khusunya pada jalan-jalan yang di tinjau pada paper ini...!!!
• Konstruksi cakar ayam adalah salah satu metode rekayasa teknik dalam pembuatan pondasi bangunan... more • Konstruksi cakar ayam adalah salah satu metode rekayasa teknik dalam pembuatan pondasi bangunan. Metode ini ditemukan oleh Prof. Dr. Ir. Sedijatmo. • Pondasi cakar ayam merupakan pondasi dangkal jika di tinjau dari segi kedalaman, dimana kedalaman pondasi ini kurang dari 3 meter. Namun jika di tinjau dari segi cara bekerjanya secara keseluruhan, maka pondasi ini akan identik dengan pondasi rakit atau raft foundation.
Uploads
Papers by Noldy C.M