KUAT TEKAN BETON MUTU TINGGI MENGGUNAKAN KOMPARASI AGREGAT GAMALAMA, AGREGAT MERAPI DAN AGREGAT KALI PROGO

Hakas Prayuda; As’at Pujianto

doi:10.20961/jrrs.v2i1.24316.g17272

Keywords Aditif Aggregate, Marshall, Specific Gravity, Stability Agregat Kasar Beton Clayey soil, Subgrade soil, Bearing capacity, CBR Construction Work Volume, Budget Plan, Building Information Modelling (BIM), Cubicost Desain Energi Foundation, Bearing Capacity, CPT, Toll Gate Kuat Tekan Kuat Tekan, Densitas, Mortar, Abu Batu, Limbah Longsor, Tanah Lunak, Batas Atterberg, Pemadatan, Kuat Geser Tanah Occupational Accident Risks, Probability, Severity, Bowtie Method Piko Hidro Risk, Drought, RWH, Karawang Tinggi Jatuh beton, cangkang kelapa sawit, kuat tekan joint, wood, linear analysis performance, earthquake, pushover, stiffness, displacement rigid pavement, model, load, dynamic travel time weight, public transportation

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Hakas Prayuda
Civil Engineering Departement, Sebelas Maret University
Indonesia

Civil Engineering Departement, Sebelas Maret University

As’at Pujianto
Jurusan Teknik Sipil, Fakultas Teknik, Universitas Muhammadiyah Yogyakarta. Jalan Lingkar Selatan, Tamantirto, Kasihan, Bantul, Daerah Istimewa Yogyakarta, 55183

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