دورية أكاديمية

COMPARATIVE ANALYSIS AND EVALUATION OF THE CONVERSION FORMULA FOR REBOUND NUMBER OF SCHMIDT HAMMER TEST AND UNCONFINED COMPRESSIVE STRENGTH TEST – CASE STUDY: ANDESITE ROCK SLOPE IN GRAHA PUSPA, LEMBANG FAULT

التفاصيل البيبلوغرافية
العنوان: COMPARATIVE ANALYSIS AND EVALUATION OF THE CONVERSION FORMULA FOR REBOUND NUMBER OF SCHMIDT HAMMER TEST AND UNCONFINED COMPRESSIVE STRENGTH TEST – CASE STUDY: ANDESITE ROCK SLOPE IN GRAHA PUSPA, LEMBANG FAULT
المؤلفون: Antonina Pri Martireni, Wira Cakrabuana, Koko Hermawan, Khori Sugianti, Arifan Jaya Syahbana, Sunarya Wibawa, Eko Soebowo, Adrin Tohari, Hasan Tri Atmojo
المصدر: Rudarsko-geološko-naftni Zbornik, Vol 39, Iss 1, Pp 45-54 (2024)
بيانات النشر: University of Zagreb, 2024.
سنة النشر: 2024
المجموعة: LCC:Mining engineering. Metallurgy
LCC:Geology
مصطلحات موضوعية: Schmidth hammer, UCS, rock material strength, Graha Puspa, Mining engineering. Metallurgy, TN1-997, Geology, QE1-996.5
الوصف: The Unconfined Compressive Strength (UCS) test is one of the most common methods for determining the rock material strength value. However, the size and complexity of the instrument do not allow UCS testing to be carried out in the field. The UCS value can be estimated in the field by converting the rebound number using the Schmidt hammer test. This research aims to carry out a comparative analysis and evaluation of the conversion formula for rock compressive strength values resulting from the Schmidt hammer test and UCS test in a case study of andesite rock slopes at Graha Puspa, Lembang Fault, Bandung, Indonesia. Rock hardness testing was carried out using the Schmidt hammer test on five segments at Graha Puspa. UCS testing was carried out using a compressive strength machine on four samples in Graha Puspa. The test results show a rebound number value ranging from 31.67 - 45, while the UCS test results show a value range of 134.96 – 171.60 MPa. The results of the previously published empirical equations differed considerably from the results of the UCS tests on rock samples in the laboratory when estimating the UCS values. From this evaluation, this research proposed formulation development of andesite rock formulation in the Lembang Fault area. However, UCS testing on more samples is highly recommended in order to obtain a compressive strength conversion formula that is more suitable for the case study at this location.
نوع الوثيقة: article
وصف الملف: electronic resource
اللغة: English
Croatian
تدمد: 0353-4529
1849-0409
Relation: https://hrcak.srce.hr/file/454950; https://doaj.org/toc/0353-4529; https://doaj.org/toc/1849-0409
DOI: 10.17794/rgn.2024.1.5
URL الوصول: https://doaj.org/article/686f6b675d784d8ea6488d11bba151a5
رقم الأكسشن: edsdoj.686f6b675d784d8ea6488d11bba151a5
قاعدة البيانات: Directory of Open Access Journals
الوصف
تدمد:03534529
18490409
DOI:10.17794/rgn.2024.1.5