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 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 Risk, Drought, RWH, Karawang Surakarta City, TRMM, Three-Day Rainfall, River Runoff beton, cangkang kelapa sawit, kuat tekan comparison, flexible pavement, Component Analysis, Highways 2017 joint, wood, linear analysis performance, earthquake, pushover, stiffness, displacement permeabiltas rigid pavement, model, load, dynamic sumur resapan tanah porus 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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