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 Construction Work Volume, Budget Plan, Building Information Modelling (BIM), Cubicost Desain Energi Foundation, Bearing Capacity, CPT, Toll Gate Groundwater, ARCGIS Modeling, Water Quality Kuat Tekan Kuat Tekan, Densitas, Mortar, Abu Batu, Limbah Longsor, Tanah Lunak, Batas Atterberg, Pemadatan, Kuat Geser Tanah Piko Hidro Risk, Drought, RWH, Karawang Tinggi Jatuh beton, cangkang kelapa sawit, kuat tekan integritas beton joint, wood, linear analysis pondasi 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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