Preliminary communication
https://doi.org/10.17794/rgn.2024.1.5
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
Antonina Pri Martireni
; Jl. Sangkuriang, Dago, Indonesia (National Research and Innovation Agency (BRIN) 40135)
*
Wira Cakrabuana
; Jl. Sangkuriang, Dago, Indonesia (National Research and Innovation Agency (BRIN) 40135)
Koko Hermawan
; Jl. Sangkuriang, Dago, Indonesia (National Research and Innovation Agency (BRIN) 40135)
Khori Sugianti
; Jl. Sangkuriang, Dago, Indonesia (National Research and Innovation Agency (BRIN) 40135)
Arifan Jaya Syahbana
; Jl. Sangkuriang, Dago, Indonesia (National Research and Innovation Agency (BRIN) 40135)
Sunarya Wibawa
; Jl. Sangkuriang, Dago, Indonesia (National Research and Innovation Agency (BRIN) 40135)
Eko Soebowo
; Jl. Sangkuriang, Dago, Indonesia (National Research and Innovation Agency (BRIN) 40135)
Adrin Tohari
; Jl. Sangkuriang, Dago, Indonesia (National Research and Innovation Agency (BRIN) 40135)
Hasan Tri Atmojo
; Jl. Ring Road Utara, Yogyakarta, Indonesia (Universitas Pembangunan Nasional “Veteran” Yogyakarta (UPNYK))
* Corresponding author.
Abstract
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.
Keywords
Schmidth hammer; UCS; rock material strength; Graha Puspa
Hrčak ID:
314808
URI
Publication date:
1.3.2024.
Visits: 785 *