The Performance of the Nailed Slab System-Supported Embankment on Peat Soil
Penulis/Author
Aazokhi Waruwu (1); Prof. Dr. Ir. Hary Christady Hardiyatmo, M.Eng., DEA. (2); Prof. Dr. Ir. Ahmad Rifa'i, MT. (3)
Tanggal/Date
2019
Kata Kunci/Keyword
Abstrak/Abstract
This study presents the effect of pile length and connection with the performance of the nailed slab system as supporting embankment load on peat soil. Various times-settlement performances that have reflected different piles length and connection have been observed. The consolidation settlement behavior at several models has been simulated using Asaoka method in order to obtain the coefficient of consolidation. It has been obtained that the nailed slab system is able to decrease the stress distribution in the soil foundation. This can have a significant effect on the stability embankment, and hence, the type of connections pile with the slab will specify for the embankment load on peat soil. The addition of the pile element under the slab can contribute to
the resisting forces, reducing consolidation settlement, increasing slab stiffness, and hence the overall stability of the embankment.
Rumpun Ilmu
Teknik Sipil
Bahasa Asli/Original Language
English
Level
Internasional
Status
Dokumen Karya
No
Judul
Tipe Dokumen
Aksi
1
47_Jurnal_HCH_ARF_2019.pdf
[PAK] Full Dokumen
2
The Performance of the Nailed Slab System-Supported Embankment on Peat Soil.pdf
[PAK] Cek Similarity
3
The Performance of the Nailed Slab System-Supported Embankment on Peat Soil.pdf
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