Article Per Year (5 Year)
p-Index From 2021 - 2026
0.61
P-Index
This Author published in this journals
All Journal Jurnal Teknik Sipil dan Teknologi Konstruksi Journal of Planning and Research in Civil Engineering Journal of The Civil Engineering Student
Hildayani, Cut Sitti Rafidatul
Unknown Affiliation
Civil Engineering, Building, Construction & Architecture Engineering Industrial & Manufacturing Engineering Mechanical Engineering Transportation

Published : 3 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 3 Documents
Search

 1 
Kajian Daya Dukung Izin Pondasi Tiang Pancang Beton dengan Metode Statis dan Metode Dinamis Hildayani, Cut Sitti Rafidatul; Sungkar, Munira; Yunita, Halida
Journal of The Civil Engineering Student Vol 5, No 1 (2023): Volume 5 Nomor 1 April 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/journalces.v5i1.17727

Abstract

Jembatan ialah struktur yang dibangun untuk menyeberangi jurang atau rintangan seperti sungai, rel kereta api ataupun jalan raya. Jembatan Rayeuk Pange ini dilewati oleh kendaraan-kendaraan pengangkut hasil bumi dari Kecamatan Pirak Timu, karena jembatan ini menghubungkan Kecamatan Pirak Timu dan Kecamatan Matangkuli. Penelitian ini bertujuan untuk mengetahui dan menganalisis nilai daya dukung pondasi tiang pancang dengan menggunakan data SPT (Standard Penetration Test) dan data kalendering yang dihitung dengan metode statis (L. Decourt) dan metode dinamis. Terdapat 12 titik tiang pancang dan 3 titik bor hole yang menjadi tinjauan pada penelitian ini. Daya dukung terbesar oleh metode statis ialah pada BH-01, sedangkan pada metode dinamis terdapat pada metode Gates. Dari penelitian ini disimpulkan bahwa nilai daya dukung yang dihasilkan oleh metode statis dan metode dinamis memiliki nilai yang berbeda. Dari penelitian ini juga diketahui bahwa semakin besar nilai final set maka daya dukung yang dihasilkan akan semakin kecil. 
Klasifikasi Tanah Lempung Berdasarkan Sistem Uscs (Unified Soil Classification System) Dan Aashto (American Association of State Highway and Transportation Officials) Sabilla, Arissa; Hildayani, Cut Sitti Rafidatul
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 3 (2025): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i3.1085

Abstract

The fine-grained soil in the Gampong Keutapang Quarry area, Lhoong District, is widely used as embankment material and construction base soil, but to date there is no documented geotechnical characteristic data. This condition poses a risk of construction failure due to the incompatibility of the soil type with its intended use. Therefore, this study aims to identify the physical properties of the clay soil at the location and determine its classification using two international standard systems, namely USCS and AASHTO. The research method uses a quantitative experimental approach through a series of laboratory tests, including the determination of natural water content, specific gravity, sieve analysis, and Atterberg limit tests. The test results show that the soil has an average water content of 39.98%, a specific gravity of 2.619 g/cm³, a liquid limit (LL) of 64.24%, a plastic limit (PL) of 39.98%, and a plasticity index (PI) of 24.25%. The high LL and PI values ​​cause the soil to be classified as MH in the USCS system, namely inorganic silt with high plasticity. Meanwhile, based on the AASHTO system, LL values ​​> 40% and PI > 11% place the soil in the A-7-5/A-7-6 group, indicating subgrade quality with low bearing capacity. The results of this study provide important contributions to the field of geotechnics, particularly in providing baseline information for more sustainable construction planning and infrastructure development.
Dampak Terjadi Risiko Terhadap Waktu Pada Proyek Infrastruktur Jalan di Provinsi Aceh Hawari, Rifat Aditya; Hildayani, Cut Sitti Rafidatul; Mauliana, Risma
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 11, No 2 (2025): JURNAL TEKNIK SIPIL DAN TEKNOLOGI KONSTRUKSI
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v11i2.13737

Abstract

Road infrastructure development projects are dynamic and inherently inherently risky, both small and large-scale. Each project faces different risks and can impact its implementation. Therefore, risk assessment is essential to identify potential risks and mitigate potential negative impacts. The purpose of this study was to analyze the impact of risk on time (risk severity) in the implementation of road infrastructure projects in Aceh Province in 2021. The method used was a time-risk impact analysis method, with primary research sources obtained from questionnaire responses and secondary data obtained from literature studies. The respondents were from contractor companies, including: Directors (directors/deputy directors), Project Managers/Field Managers, and Engineers. Instrument validity and reliability tests were conducted in previous studies, while data processing was performed using descriptive statistical analysis and Severity Index (SI) analysis. The results of this study are expected to determine the impact of risk on time and the dominant variables in the implementation of road infrastructure development projects in Aceh Province.
Co-Authors Halida Yunita Hawari, Rifat Aditya Mauliana, Risma MUNIRA SUNGKAR, MUNIRA Sabilla, Arissa