Article Per Year (5 Year)
p-Index From 2021 - 2026
0.562
P-Index
This Author published in this journals
All Journal Jurnal Ilmiah Teknik Sipil Open Access DRIVERset
Nina Purwanti
Australian College Management and Innovation
Civil Engineering, Building, Construction & Architecture

Published : 2 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 2 Documents
Search

 1 
ANALYSIS OF SOIL BEARING CAPACITY AND FOUNDATION SETTLEMENT IN THE CONSTRUCTION OF GUPUSMU PUSPALAD III JAKARTA Anasya Arsita Laksmi; Arya Maulana Kampai; Harjasa Jonathan; Nina Purwanti; Deakonius Silalahi; Dewa Ramadhan Astama Putra; Dewi Fauzah; Abdul Hadi Adriansyah; Abigail Christy; Andreas Robert Panogu Sitorus; Sigit Adi Soebekti
Jurnal Ilmiah Teknik Sipil Vol. 28 No. 1 (2024): Jurnal Ilmiah Teknik Sipil, Vol. 28 No. 1, Maret 2024
Publisher : Universitas Udayana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24843/JITS.2024.v28.i01.p05

Abstract

The ammunition center warehouse and military equipment center are strategically important for Army operations. In the design, an analysis of soil bearing capacity and foundation settlement is required to maximize the structural load of the ammunition center building. Based on this, this study aims to analyze the soil-bearing capacity and potential deformation of the foundation in response to the structural loads applied to the construction of the Ammunition Center Warehouse and Army Equipment Center III in Jakarta. The investigation involved six lightweight sondir points, each with a capacity of 2.5 tons, to obtain a conus value of 250 kg/cm2. The information obtained from the sondir test was used to determine the bearing capacity of the soil and the amount of foundation settlement that might occur. Based on the analysis and calculations, a shallow foundation, namely a 2-meter-deep footing, was selected. The allowable soil bearing capacity is 1.18 kg/cm2, and the foundation settlement at P1 is about 2.8 cm and 1.3 cm at P2. This research is expected to be the basis for designing ammunition warehouse foundations in military institutions.
ANALYSIS OF SOIL BEARING CAPACITY AND FOUNDATION SETTLEMENT IN THE CONSTRUCTION OF GUPUSMU PUSPALAD III JAKARTA Anasya Arsita Laksmi; Arya Maulana Kampai; Harjasa Jonathan; Nina Purwanti; Deakonius Silalahi; Dewa Ramadhan Astama Putra; Dewi Fauzah; Abdul Hadi Adriansyah; Abigail Christy; Andreas Robert Panogu Sitorus; Sigit Adi Soebekti
Jurnal Ilmiah Teknik Sipil Vol. 28 No. 1 (2024): Jurnal Ilmiah Teknik Sipil, Vol. 28 No. 1, Maret 2024
Publisher : Universitas Udayana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24843/JITS.2024.v28.i01.p05

Abstract

The ammunition center warehouse and military equipment center are strategically important for Army operations. In the design, an analysis of soil bearing capacity and foundation settlement is required to maximize the structural load of the ammunition center building. Based on this, this study aims to analyze the soil-bearing capacity and potential deformation of the foundation in response to the structural loads applied to the construction of the Ammunition Center Warehouse and Army Equipment Center III in Jakarta. The investigation involved six lightweight sondir points, each with a capacity of 2.5 tons, to obtain a conus value of 250 kg/cm2. The information obtained from the sondir test was used to determine the bearing capacity of the soil and the amount of foundation settlement that might occur. Based on the analysis and calculations, a shallow foundation, namely a 2-meter-deep footing, was selected. The allowable soil bearing capacity is 1.18 kg/cm2, and the foundation settlement at P1 is about 2.8 cm and 1.3 cm at P2. This research is expected to be the basis for designing ammunition warehouse foundations in military institutions.
Co-Authors Abdul Hadi Adriansyah Abigail Christy Anasya Arsita Laksmi Andreas Robert Panogu Sitorus Arya Maulana Kampai Deakonius Silalahi Dewa Ramadhan Astama Putra Dewi Fauzah Harjasa Jonathan Sigit Adi Soebekti