CD Skripsi

Analisis Daya Dukung Fondasi Rakit Tiang Pada Tanah Lunak

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ABSTRACT
The development of construction engineering science in water and soft soil
areas, to overcome the problem of construction on soft soil, a pile raft foundation
solution is chosen. Pile raft foundation system is a blend of pile foundation
(pile)with a foundation raft, which works in one unit and simultaneously. Analysis
of the bearing capacity of the pile raft foundation is carried out by means of
laboratory scale testing and then compared with calculations. In the pile raft
foundation, variations in the number of piles are used. The calculation results and
test results show that the combined pile raft foundation can increase the bearing
capacity of the foundation. The addition of piles to the raft foundation can reduce
settlement and increase the bearing capacity of the foundation. The carrying
capacity value is calculated and tested based on a decrease of 25 mm, this is done
in order to produce the right results. This comparison produces an average error
percentage value of 1% between calculations and tests.
Keywords :foundation Pile raft, Bearing capacity, Settlement

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Ketersediaan

Informasi Detail

Judul Seri

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No. Panggil

07 01. 121 (0087)

Penerbit

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

Deskripsi Fisik

ix, 79 hlm.; ill.: 29 cm

Bahasa

Indonesia

ISBN/ISSN

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Klasifikasi

07 01. 121 (0087)

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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