UNIVERSITAS BINA DARMA - PASCA SARJANA - TEKNIK SIPIL - TEKNOLOGI BETON LANJUT (MTS2713011) - KEKUATAN TEKAN BETON

UNIVERSITAS BINA DARMA, UNIVERSITAS BINA DARMA UNIVERSITAS BINA DARMA - PASCA SARJANA - TEKNIK SIPIL - TEKNOLOGI BETON LANJUT (MTS2713011) - KEKUATAN TEKAN BETON. UNIVERSITAS BINA DARMA.

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12. Bahan Kuliah - 13 Tekton PASCA SARJANA 2020 - 2021 GANJIL UBD.pdf

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Abstract

Ratio diameter benda uji terhadap ukuran maksimum agregat, dimensi terkecil benda uji haruslah minimum 3 kali ukuran maksimum agregat yang digunakan  Kondisi kelembaban dan suhu benda uji  Arah pembebanan vs arah pengecoran  Laju pembebanan → ASTM 0.14-0.34 MPa/detik  Bentuk geometri benda uji, benda uji silinder (150x300) antar 75-85% nilai kuat tekan benda uji kubus (150x150x150)

Item Type: Other
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering, Science and Mathematics > School of Civil Engineering and the Environment
Depositing User: Mr Edi Surya Negara
Date Deposited: 16 Feb 2022 04:47
Last Modified: 16 Feb 2022 04:47
URI: http://eprints.binadarma.ac.id/id/eprint/5756

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