CD Tugas Akhir

Perbandingan Daya Dukung Tiang Pancang Berdasarkan Data Sondir, Data Spt Dan Data Calendring (Studi Kasus : Pembangunan Kantor Bupati Tembilahan)

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The carrying capacity of the pile can be obtained from the data sondir, SPT data and calendering data. Data sondir and SPT data obtained from the development plan office regent of Tembilahan.
This study will analyze the highest and lowest Qu of the comparison of the data to the 3 data from the data Sondir S01 (Meyerhoff method, LCPC method Dr.Peter Robertson) data SPT BR-01 (Meyerhoff method, Decourt method and Shioi fukui method) and data Calendring with penetration 0.0015 m (Meyerhoff method, Hilley method and ENR method)
The end result of this analysis is that the highest Qu value is 7.516,2 kN with 52% level of Hilley method with penetration 0.0015 m whereas the lowest value is 110.58 kN with 0,8% level of Meyerhoff method at BR-01.
Keywords: Sondir, SPT, Calendering, Qu.

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Ketersediaan

Informasi Detail

Judul Seri

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No. Panggil

07 01. 018 (0003)

Penerbit

Pekanbaru : Universitas Riau – Fakultas Teknik – Teknik Sipil., 2018

Deskripsi Fisik

xxi, 88 hlm.; ill.; 29 cm

Bahasa

Indonesia

ISBN/ISSN

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Klasifikasi

07 01. 018 (0003)

Tipe Isi

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Tipe Media

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Tipe Pembawa

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Edisi

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Subjek

SIPIL D III

Info Detail Spesifik

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Pernyataan Tanggungjawab

DAUS

Versi lain/terkait

Lampiran Berkas

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