Article Per Year (5 Year)
p-Index From 2021 - 2026
0.61
P-Index
This Author published in this journals
All Journal Journal of Civil Engineering Sewagati Kohesi: Jurnal Sains dan Teknologi
Khansa Fadilah Ashara
Unknown Affiliation
Arts Humanities Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Education Energy Engineering Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Mechanical Engineering Public Health Social Sciences Transportation Other

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

Found 3 Documents
Search

 1 
ANALISIS DEFLEKSI LATERAL DAN PENURUNAN PONDASI TIANG PANCANG BAJA PADA ABUTMENT JEMBATAN : STUDI KASUS JEMBATAN SEI ELLA 1 Kohar Yudoprasetyo; Moh. Fadhlan Rosyidi; Ifarrel Rachmanda Hariyanto; Naura Firdausi; Moh. Safi’i Mansur; Khansa Fadilah Ashara; Yosi Noviari Wibowo; Mohammad Akbar Alrasyidi
Kohesi: Jurnal Sains dan Teknologi Vol. 6 No. 9 (2025): Kohesi: Jurnal Sains dan Teknologi
Publisher : CV SWA Anugerah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.3785/kohesi.v6i9.10245

Abstract

This study aims to evaluate the performance of steel pile foundations for the abutment of the Sei Ella 1 Bridge, located at the Ela River, West Kalimantan, with soil conditions consisting of sedimentary layers. The analysis was conducted based on actual piling conditions, where pile depths vary between 4.015 meters and 5.823 meters. The evaluation includes calculating the single pile bearing capacity using the Decourt method, analyzing group pile capacity with the efficiency group approach, and assessing lateral deformation and settlement using the Finite Element Method (FEM). The results show that the single pile and group pile capacities are sufficient to withstand the loads from the superstructure, abutment self-weight, and lateral soil pressure. The lateral deformation analysis yielded a deflection value of 2.83 mm, while the settlement was recorded at 0.1152 mm. Both values are well below the maximum limit set by SNI 8460:2017, which is 12.5 mm, indicating that the foundation is in a safe and stable condition. This study provides a deeper understanding of the performance of steel pile foundations for the abutment of the Sei Ella 1 Bridge. As an additional verification step, it is recommended to conduct Static Loading Tests (compressive, tensile, and lateral) to validate the analysis results. This approach offers a robust foundation for ensuring the safety, stability, and feasibility of the design under actual conditions..
Pengenalan Teknik Ecoprint kepada Siswa Sekolah Dasar sebagai Edukasi Dini Cinta Lingkungan melalui Program Pengabdian Masyarakat ITS Aziz, S. Kamilia; Dwi Indriyani; Ragil Purnamasari; Naura Firdausi; Khansa Fadilah Ashara
Sewagati Vol 9 No 5 (2025)
Publisher : Pusat Publikasi ITS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j26139960.v9i5.4363

Abstract

Ecoprint merupakan salah satu teknik mencetak motif pada kain menggunakan bahan alami seperti daun, bunga, dan pewarna dari tumbuhan tanpa bahan kimia. Teknik ini tidak hanya ramah lingkungan tetapi juga mengedukasi tentang pentingnya keberlanjutan sumber daya alam. Melalui program Pengabdian kepada Masyarakat (Abmas), dosen dan mahasiswa Institut Teknologi Sepuluh Nopember (ITS) memperkenalkan teknik ecoprint kepada 84 siswa SDIT Al-Uswah Surabaya. Kegiatan ini bertujuan menanamkan kesadaran dan kecintaan terhadap lingkungan sejak usia dini. Proses pelatihan mencakup pengumpulan bahan alami, penyusunan pola pada kain, pewarnaan alami, dan teknik pengukusan untuk transfer warna dan bentuk daun ke kain. Pendampingan dilakukan oleh lima dosen dan 18 mahasiswa sebagai bagian dari pelibatan civitas akademika. Hasil kegiatan menunjukkan antusiasme tinggi dari siswa dan pemahaman yang meningkat terhadap prinsip ekologi. Program ini diharapkan dapat menjadi model replikasi edukasi lingkungan berbasis praktik kreatif di sekolah dasar.
The Effect of Bar Diameter on Bond Stress of Geopolymer Concrete with Pull-out Test Khansa Fadilah Ashara; Bambang Piscesa; Yuyun Tajunnisa
Journal of Civil Engineering Vol. 39 No. 1 (2024)
Publisher : Institut Teknologi Sepuluh Nopember (ITS)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j20861206.v39i1.7331

Abstract

Geopolymer concrete, an eco-friendly alternative, employs silica, alumina, and alkaline activators. While wet mixing has been extensively studied, its limitations, such as impracticality, quick setting, and low workability, are overcome by the dry mixing method. Study by previous research is limited only to compressive strength, flexural strength, and shrinkage. However, research on bond strength, crucial for concrete-reinforcement adhesion, is limited. This study investigates bond strength through pull-out tests using consistent concrete materials, including Type C fly ash, 12M NaOH, and an alkali ratio of 1:1. Specimens with varying reinforcement diameters (D10, D12, D16) and additional transverse reinforcement (f6-150) were tested. Bond stress averages at D10, D12, and D16 are 25.80 MPa, 25.36 MPa, and 24.25 MPa. Reinforcement diameter directly influences bond strength, with larger diameters yielding greater bond stress.
Co-Authors Aziz, S. Kamilia Bambang Piscesa Dwi Indriyani Ifarrel Rachmanda Hariyanto Kohar Yudoprasetyo Moh. Fadhlan Rosyidi Moh. Safi’i Mansur Mohammad Akbar Alrasyidi Naura Firdausi Ragil Purnamasari Yosi Noviari Wibowo Yuyun Tajunnisa