CD Skripsi

Analisis Balik Uji Beban Fondasi Tiang Helical Pada Tanah Gambut Dengan Metode Numerik

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Peat is spread wide in Sumatera Island, especially in Riau Province, Indonesia. Peat is included in the problematic soil because it has a low bearing capacity. The use of helical pile foundation on peat is one of the innovations to increase the peat’s bearing capacity. In this research, numerical modelling of single helical pile foundation load test on peat will be carried out, based on the full-scale test conducted by Suratman (2019). The modelling was done by using PLAXIS 2D 2016 program with Axisymetry model type, with the Soft Soil Creep (SSC) soil model and the Hardening Soil (HS) model as a comparisons. This modelling aims to obtain the unknown value of peat parameters and needed on modelling and also to determine sensitive and insensitive peat parameters by doing series of trial and error on several parameters

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Ketersediaan

Informasi Detail

Judul Seri

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No. Panggil

07 01. 121 (0075)

Penerbit

Pekanbaru : Universitas Riau –Fakultas Teknik – Teknik Sipil., 2021

Deskripsi Fisik

xiv, 74 hlm.: ill.: 29 cm

Bahasa

Indonesia

ISBN/ISSN

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Klasifikasi

07 01. 121 (0075)

Tipe Isi

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Tipe Media

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Tipe Pembawa

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Edisi

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Subjek

TEKNIK SIPIL

Info Detail Spesifik

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Pernyataan Tanggungjawab

Daus

Versi lain/terkait

Lampiran Berkas

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