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Drivability analysis based on the mathematical model of soil flow resistance

When a pile is driven, the soil around the pile reaches a critical condition. This results in a failure condition for the soil, which then moves as a viscous element. The flow is caused by the external driving force exceeding the static resistance of the soil. When the failure condition is reached, the dynamic resistance of the soil will counter the penetrating force of the pile. The rheology model is accurate in representing the soil flow when the critical condition is reached, because the parameters used for the mathematical model of soil flow resistance represent static and dynamic resistance. The dynamic resistance is influenced by the shear viscosity of the soil, which was determined using the Bingham and Casson models. Discrepancy exists between the analytical output used in the mathematical model of soil flow resistance and the actual result. Therefore, a correction factor is needed to calibrate the displacement of the pile.

Pernyataan Tanggungjawab Budijanto Widjaja, Raymond Utama, D.S.S. Saerang
Pengarang Widjaja, Budijanto - Pengarang Utama
Utama, Raymond - Pengarang Tambahan
Saerang, D.S.S. - Pengarang Tambahan
No. Panggil
Judul Seri
GMD Computer File
Bahasa English
Penerbit Engineering Faculty of Sriwijaya University
Tahun Terbit 2018
Tempat Terbit Palembang
Deskripsi Fisik p. 1 - 8
Info Detil Spesifik Makalah dipresentasikan pada The 2nd Sriwijaya International Conference on Science, Engineering, and Technology (SICEST 2018) "Advanced Research and Development Towards Industrial Revolutions 4.0" Engineering Faculty of Sriwijaya University. Palembang, Indonesia, 14-17 October 2018.
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