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dc.contributor.authorHasan, Harjuni
dc.contributor.authorMilda
dc.date.accessioned2023-01-15T00:16:18Z
dc.date.available2023-01-15T00:16:18Z
dc.date.issued2022-10-01
dc.identifier.issnE-ISSN 2620-729X, P-ISSN 2540-7708
dc.identifier.urihttp://repository.unmul.ac.id/handle/123456789/46429
dc.description.abstractScale effect testing on rocks is carried out with the aim of knowing the strength of a rock based on different dimensions. This test was carried out using a uniaxial compressive strength test and also testing the physical properties of rocks. In the rock compressive strength test used 5 dimensions of rock samples with a H/W ratio of which are 4.5/3, 6/3, 7.5/3 for dimensions of 3 cm, 5.25/3.5, 7 /3.5, 8.75/3.5 for dimensions 3.5 cm, 6/4, 8/4, 10/4, for dimensions 4 cm, 6.75/4.5, 9/4.5, 11.25/4,5 cm for the 4.5 cm dimension and for the 5 cm dimension, namely 7.5/5, 10/5 and 12.5/5. Physical properties testing is carried out to determine the porosity value in the test rock samples, which will then be compared between the porosity values and the results of the compressive strength test of rock samples. Physical properties testing carried out obtained the average value of rock porosity, namely 22.562%, 22.122%, 20.454%, 21.227%, and 22.413%. In the scale effect test, it is known that the higher the rock sample, the smaller the value of the rock strength can be seen based on the R2 value obtained in the Balikpapan Formation, which is 0.0548en_US
dc.language.isootheren_US
dc.publisherDepartment of Mining Engineering, Faculty of Engineering, University of Bangka Belitunen_US
dc.relation.ispartofseriesVolume 7 (2);
dc.subjectSandstone, Uniaxial Compressive Strength, Scale Effect, and Physical Propertiesen_US
dc.titleSTUDI EFEK SKALA PADA UJI KUAT TEKAN UNIAKSIAL TERHADAP BATUPASIR PADA FORMASI BALIKPAPAN DAERAH SAMARINDA UTARA PROVINSI KALIMANTAN TIMURen_US
dc.typeArticleen_US


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