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ANALISIS KAPASITAS DAYA DUKUNG TIANG ULIR DENGAN PENAMBAHAN CAIRAN SEMEN PADA PASIR BERDASARKAN HASIL EKSPERIMEN DI LABORATORIUM

Martadinata, Ahmad - Personal Name;

Foundations are crucial for the strength of a building's structure. With the advancement of technology, market demand for foundation materials is increasingly seeking those that are more economical, easy to work with, and easy to accommodate. Along with the development of technology, the use of foundation piles is also accompanied by research examining the advantages of certain materials for application as foundation piles. One such example is foundation piles made from screw piles made from rust-resistant galvanized iron pipes. The process is quite simple: rotating the pipe in the direction of the screw shape will force the pile into the ground. This became the background for researchers to test screw piles by applying test loads plus the addition of a cement slurry around the screw pile. Tests were conducted on screw piles with diameters of 7.5 and 10 cm, both non-grouted and grouted. This resulted in an increase in ultimate bearing capacity of 1 to 1.2 times the load for screw piles with a diameter of 7.5 cm and 1.2 to 1.36 times the load for screw piles with a diameter of 10 cm. So, the addition of cement liquid (grouting) to the screw piles installed in the sand significantly increases the bearing capacity.


Availability
#
Central Library (Reference) T1865732025
T186573
Available but not for loan - Not for Loan
Detail Information
Series Title
-
Call Number
T1865732025
Publisher
Indralaya : Prodi Teknik Sipil dan Perencanaan, Fakultas Teknik Universitas Sriwijaya., 2025
Collation
xv, 161 hlm.; ilus.; tab.; 29 cm.
Language
Indonesia
ISBN/ISSN
-
Classification
624.150 7
Content Type
Text
Media Type
unmediated
Carrier Type
other (computer)
Edition
-
Subject(s)
Prodi Teknik Sipil dan Perencanaan
Teknik Konstruksi Fondasi
Specific Detail Info
-
Statement of Responsibility
MI
Other version/related
TitleEditionLanguage
PENGARUH DIAMETER ULIR TERHADAP DAYA DUKUNG TIANG ULIR DENGAN JARAK ANTAR PELAT ULIR 20 CMid
File Attachment
  • ANALISIS KAPASITAS DAYA DUKUNG TIANG ULIR DENGAN PENAMBAHAN CAIRAN SEMEN PADA PASIR BERDASARKAN HASIL EKSPERIMEN DI LABORATORIUM
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