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Jurnal Pendidikan, Sains, Geologi, dan Geofisika (GeoScienceEd Journal)
Published by Universitas Mataram
ISSN : 27232905     EISSN : 27232913     DOI : https://doi.org/10.29303/goescienceedu
Core Subject : Science, Education, Agriculture,
Agriculture, Biological Sciences & Forestry Chemistry Education Physics
Jurnal Pendidikan, Sains, Geologi dan Geofisika (GeoScienceEd Journal): |e-ISSN: 2723-2913, p-ISSN: 2723-2905| diterbitkan 2 (dua) kali dalam setahun (Peride Juni dan Desember) dan dimulai pada bulan Juni 2020 oleh Program Studi Pendidikan Fisika FKIP Universitas Mataram. Artikel dapat diterima dalam Bahasa Indonesia dan Bahasa Inggris. GeoScienceEd merupakan wadah publikasi penelitian pendidikan, sains, geologi dan geofisika. Cakupan dari jurnal ini adalah artikel ilmiah berupa hasil penelitian yang meliputi pendidikan, sains, kebumian, geologi dan geofisika.
Arjuna Subject : Umum - Umum
Articles 1,214 Documents
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Strategi Pendidikan Islam Dalam Membentuk Generasi Berkarakter dan Berintegritas di Pondok Modern Darussalam Gontor Kampus 7 Kalianda Lampung Selatan Iqbal Mustofa Fathurrahman; Megawati; Chairul Amriyah; Deti Elice
Jurnal Pendidikan, Sains, Geologi, dan Geofisika (GeoScienceEd Journal) Vol. 7 No. 2 (2026): May (Inpres)
Publisher : Mataram University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/goescienceed.v7i2.1499

Abstract

This study aims to analyze Islamic education strategies in shaping the character and integrity of students at Pondok Modern Darussalam Gontor Campus 7, Kalianda, South Lampung. Using a qualitative descriptive approach, this research explores the implementation of leadership training, entrepreneurship, and skill-based programs as core elements of character development. Data were collected through observation, interviews, and documentation to capture the holistic integration of spiritual, intellectual, and social values within the pesantren education system. The findings indicate that the institution successfully integrates Islamic principles with national values, creating a balanced model between academic excellence, moral integrity, and spiritual awareness. The implemented character education strategies foster students who are intellectually competent, emotionally mature, and spiritually grounded. Furthermore, the pesantren curriculum promotes independence, discipline, and responsibility through experiential learning and organizational involvement. In conclusion, the Gontor educational model represents an integrated approach to Islamic character education aligned with the national vision of building a virtuous and highly ethical generation toward Indonesia’s Golden Era 2045.
Analisis Kestabilan Lereng Dengan Metode Slope Mass Rating (SMR) pada Jalan Alternatif Tenggarong, Kelurahan Lok Bahu, Kecamatan Sungai Kunjang, Kota Samarinda, Provinsi Kalimantan Timur Muhammad Arif Faturrahman; Muhammad Amin Syam; Puspa Indah Rindawati
Jurnal Pendidikan, Sains, Geologi, dan Geofisika (GeoScienceEd Journal) Vol. 7 No. 2 (2026): May (Inpres)
Publisher : Mataram University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/goescienceed.v7i2.1748

Abstract

This study aims to analyze rock slope stability based on the Slope Mass Rating (SMR) value at the research area located on the Tenggarong Alternative Road, Lok Bahu Village, Sungai Kunjang District, Samarinda City, East Kalimantan Province. The SMR method is a development of the Rock Mass Rating (RMR) rock mass classification system combined with correction factors related to the orientation of discontinuity planes relative to the slope direction. The parameters used in this study include rock compressive strength obtained from the Point Load Index (PLI) test, Rock Quality Designation (RQD) values calculated using the scanline method, joint spacing, joint condition, and groundwater condition. The analysis results indicate that the slope-forming lithology is dominated by sandstone with an RMR value of 63, which falls into class II (good). Kinematic analysis using stereonet shows the potential for wedge failure caused by the intersection of two discontinuity planes with a probability of occurrence of 15.97%. Based on the correction of discontinuity orientation relative to the slope, the SMR value obtained is 54, which is classified as class III (normal). This indicates that the slope condition is generally fairly stable but still has the potential for failure, particularly wedge failure; therefore, periodic monitoring and slope management are required to minimize the risk of landslides in the study area.
Analisis Perbandingan Metode Rasional dan Nakayasu untuk Penentuan Kapasitas Sump Pit 19AS Nadia Rahmavidy Gitarista; Tedy Agung Cahyadi; Reza Ferdyan; Edward Pernando
Jurnal Pendidikan, Sains, Geologi, dan Geofisika (GeoScienceEd Journal) Vol. 7 No. 2 (2026): May (Inpres)
Publisher : Mataram University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/goescienceed.v7i2.1785

Abstract

A well-designed drainage system is a fundamental component in planning new open-pit (greenfield) mining operations to ensure production continuity and operational safety from the outset. This study aims to compare the Rational and Nakayasu methods in a hydrological analysis to design the sump capacity of Pit 19AS, with a catchment area of 289 ha. The methodology includes rainfall frequency distribution analysis, runoff discharge estimation using both methods, and water balance simulation to determine sump capacity. The results show significant differences between the two approaches. The Rational method produces a static runoff estimate due to the assumption of uniform rainfall intensity, resulting in a sump volume of 168,773 m³. In contrast, the Nakayasu method more effectively represents flow dynamics by incorporating lag time and recession phases in the hydrograph, yielding a sump volume of 179,156 m³. Based on the water balance simulation, the Nakayasu method is recommended as a more reliable and representative approach for sump design in greenfield open-pit mining, particularly for large catchment areas such as the 289 ha case, as it complies with the mine drainage feasibility standards outlined in the Decree of the Minister of Energy and Mineral Resources No. 1827 K/30/MEM/2018.
Analisis Sensitivitas Penurunan Konsolidasi Tanah Lunak di Pelabuhan Tanjung Emas Semarang: Studi Parametrik 1D Berbasis Data Sekunder Anisa Diansisti; Zihni Ihkamuddin; Khabib Hidayat Raji; Rizki Bayu Ramadhan
Jurnal Pendidikan, Sains, Geologi, dan Geofisika (GeoScienceEd Journal) Vol. 7 No. 2 (2026): May (Inpres)
Publisher : Mataram University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/goescienceed.v7i2.1789

Abstract

The Port of Tanjung Emas in Semarang faces geotechnical challenges due to the prevalence of soft marine clay layers. This study employed an analytical-parametric computational method based on secondary data (desk study) synthesized from 15 indexed scientific publications (Scopus, SINTA, Google Scholar) from 2013 to 2024, covering geotechnical investigations at Semarang, Patimban, and Jakarta coastal areas. The analysis technique applied Terzaghi's one-dimensional consolidation equations with one-at-a-time (OAT) sensitivity analysis using the Normalized Sensitivity Index (NSI). All parameters were verified for physical consistency through soil phase relationships. Three scenarios, optimistic, realistic, and pessimistic, were analyzed. Results indicate a primary settlement range of 1.87–5.36 m for normally consolidated (NC) conditions and 1.11–3.83 m for overconsolidated (OC, OCR = 1.5) conditions. The 90% consolidation time without vertical drainage ranges from 9.5 to 88.3 years, while with 1.0 m-spaced Prefabricated Vertical Drain (PVD), it is reduced to 0.8–2.6 months. Estimated secondary compression adds 0.22–0.35 m in the optimistic and realistic scenarios. All scenarios exceed the maximum residual settlement limit of 300 mm per BS 6349 (BSI, 2021) and PIANC (2014) by 6–18 times. This study conclusively demonstrates that no construction scenario at Tanjung Emas Port is feasible without prior ground improvement, and the compression index (Cc) is the single most critical parameter (NSI = 1.00). Field validation is required.

Page 122 of 122 | Total Record : 1214

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