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STUDI ANALISIS DAYA DUKUNG PONDASI TIANG PADA PEMBANGUNAN GEDUNG LP3M UNIVERSITAS KADIRI

Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan

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Title STUDI ANALISIS DAYA DUKUNG PONDASI TIANG PADA PEMBANGUNAN GEDUNG LP3M UNIVERSITAS KADIRI
 
Creator Candra, Agata Iwan
Yusuf, Anasrudin
F, Amanda Rizky
 
Subject Teknik Sipil
Calculation results as follows
Teknik Sipil
 
Description The foundation is a part of the building construction which is responsible for accepting and eradicating all the load from the building either live load or dead load from a land market building which is strong enough to support it . To determine the soil bearing capacity soil investigation needs to be done so that the building that are above the ground is not decreased (settlelment) is large enough, then the foundation must reach solid ground layer and the bearing capacity of the soil (bearing capacity) are permitted.   Strous foundation and bored pile used if the ground conditions in the bottom of the building does not have sufficient load bearing capacity to carry the load or if the hard soil that has a strong carrying capacity is located very deep from the ground surface. The purpose of this study is to calculate the carrying capacity of Strous Meyerhoff and Begemann on sondir results.
 
Publisher Litbang Pemas - Universitas Islam Lamongan
 
Contributor —
 
Date 2018-10-16
 
Type info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
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Format application/pdf
 
Identifier https://jurnalteknik.unisla.ac.id/index.php/CVL/article/view/259
10.30736/cvl.v3i2.259
 
Source Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan; Vol 3, No 2 (2018): September; 166-171
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan; Vol 3, No 2 (2018): September; 166-171
2620-7222
2503-2399
 
Language ind
 
Relation https://jurnalteknik.unisla.ac.id/index.php/CVL/article/view/259/195
 
Rights Copyright (c) 2018 Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan
https://creativecommons.org/licenses/by-sa/4.0