Article Per Year (5 Year)
p-Index From 2021 - 2026
4.118
P-Index
This Author published in this journals
All Journal Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) JURNAL SIMETRIK Mitra Akademia: Jurnal Pengabdian Masyarakat VISA: Journal of Vision and Ideas Jurnal Teknik Indonesia Jurnal Ilmiah Nusantara Scholars: Jurnal Sosial Humaniora dan Pendidikan Jurnal Agregate Jurnal Penelitian Multidisiplin Bangsa Ulil Albab LITERA: Jurnal Ilmiah Multidisiplin
Latar, Sjafrudin
Unknown Affiliation
Religion Humanities Automotive Engineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Public Health Social Sciences Transportation Other

Published : 32 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 32 Documents
Search

 1   2   3   4 
Stabilisasi Tanah Dengan Menggunakan Bahan Tambah Abu Sekam Padi (Studi Kasus: Tanah Desa Gunung Nona Pensip, Kecamatan Nusaniwe, Kota Ambon) Pattipeiluhu, Gilberth Marcel; Latar, Sjafrudin; Lewakabessy, Goedfried
Jurnal Teknik Indonesia Vol 7, No 1 (2026): JTI (Jurnal Teknik Indonesia)
Publisher : Universitas Darul Ulum Islamic Centre Sudirman GUPPI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61689/jti.v7i1.945

Abstract

Soil is a primary element in construction as it serves as the foundation for buildings, roads, and bridges. In the village of Gunung Nona Pensip, the condition of the soil foundation, which consists of layers of coral rock, needs to be evaluated as it may not meet technical requirements. This study was conducted by adding rice husk ash (RHA) as a stabilizing material due to its high silica content, which has pozzolanic properties, potentially enhancing soil strength. The method used was an experimental method in the laboratory with variations in rice husk ash content of 3%, 6%, and 9%. Soil samples were tested using the CBR (California Bearing Ratio) test under conditions without curing and after 7 and 14 days of curing. The main parameters observed included CBR values, optimum moisture content, and maximum density. Test results showed that the addition of rice husk ash could increase soil CBR. The 9% mixture without curing produced a CBR value of 4.42%, increased to 6.07% after 7 days, and reached a maximum value of 6.60% after 14 days of curing. This demonstrates that rice husk ash is effective for enhancing the bearing capacity of clay soil and can be applied as an alternative material in the field.
Pengaruh Penambahan Serbuk Cangkang Kerang Terhadap Stabilisasi Tanah Ode, Wirahadi Putra; Latar, Sjafrudin; Kakaly, Sulastri
Jurnal Teknik Indonesia Vol 7, No 1 (2026): JTI (Jurnal Teknik Indonesia)
Publisher : Universitas Darul Ulum Islamic Centre Sudirman GUPPI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61689/jti.v7i1.944

Abstract

This study examines the effect of adding shell powder on the stabilization of clay soil in Taeno Hamlet, Ambon City, Maluku. The clay soil in this area has low bearing capacity, making it unsuitable for construction. Therefore, efforts are needed to improve soil quality through stabilization using oyster shell powder, which has the potential to improve the physical and mechanical properties of the soil. This study aims to determine the effect of adding Strombus luhuanus shell powder on the stabilization of clay soil. The method used was a laboratory experiment with variations in shell powder addition of 0%, 8%, 16%, and 24%, as well as curing periods of 0, 7, and 14 days. The tests conducted included moisture content, bulk density, specific gravity, Atterberg limits, sieve analysis, compaction test, and CBR test. The results of the study showed that the effect of adding oyster shell powder on the CBR test was highest at 0% (5.31%), followed by 8% (6.19%), 16% (6.92%), and 24% (7.50%). From the results obtained, the effect of adding oyster shell powder on soil stabilization showed an increase in CBR values starting from 0 days through the curing period of 7 to 14 days.
Co-Authors Abdin, Maslan Betaubun, Renny James Gaspersz, Willem hamkah, hamkah Hatulesila, Kezia Hatuwe, Tessa Haumahu, Florence Huwae, David Daniel Marthin Istia, Penina Istia, Penina T Jakob, Juvrianto Chrissunday Johny, Soumokil Hengky Kakaly, Sulastri Lawalata, Alicya Leuwol, Corneles Lewakabessy , Godfried Lewakabessy, Godfried Lewakabessy, Goedfried Lewakabessy, Ir Godfried Lohy, Mastura Maelissa, Nelda Maitimu, Anthoneta Maitimu, Nexsien R. Marasabessy, Husain Muskita, Bill Namarubessy, Chrisnik Nanlohy, Pradythia Aurellai Nara, Tri Nugraha Dominiq Ode, Wirahadi Putra Paais, Enjelita Pattipeiluhu, Gilberth Marcel Paul, Rizky Steven Pesiwarissa, Alfa Cevin Pratama, Gabriel Rudi Serang Siahaya, Vera Th. C. Siahaya, Vera Theresia Caroline Sopacua, Michael Edwin Soumahu, Valentino Standy Johannes Supusepa, Winaefelia Talakua, Elisabeth Talaud, Aprilia Agnes Telehala, Welhemus Wiliyanders Thenu, Rivalino Narada Tuasuun, Fanny Usmany, Elfaldo Falens Wusurwut, Sahril Iyan