Vol. 27 No. 1.1 (2022): BANGUNAN EDISI KHUSUS MARET 2022: Pengembangan Material dan Metode Konstruksi Terbaru yang Berkelanjutan

Articles

• PERBANDINGAN DAN PENILAIAN PEMELIHARAAN FASAD CW DAN ACP BANGUNAN GEDUNG TERHADAP PERMEN PUNO.24/PRT/M/2008

  Indah Lestari, Dian Ariestadi, Imam Alfianto

  1-11

  • pdf

  DOI: https://doi.org/10.17977/10.17977/um071v27i1.12022p1-11

• THE EFFECT OF USING HIGH VOLUME FLYASH (HVFA) ON THE PROPERTIES OF FRESH MORTAR

  Tantri Raras Morowati, Puput Risdanareni

  60-67

  • pdf

  DOI: https://doi.org/10.17977/10.17977/um071v27i1.12022p60-67

• CHARACTERISTICS ANALYSIS OF AC-WC MIXTURE WITH POLYVINYL CHLORIDE (PVC) ADDITIONAL INGREDIENTS ON MARSHALL PARAMETERS

  Tasya Febriana, Henri Siswanto, Bambang Supriyanto

  13-22

  • pdf

  DOI: https://doi.org/10.17977/10.17977/um071v27i1.12022p13-22

• FLEXURAL STRENGTH OF LIP CHANNELS COLD FORMED STEEL BEAM IN BACK-TO-BACK ARRANGEMENT WITH A VARIETY OF LENGTHS

  Nindyawati Nindyawati, M. Mirza Abdillah Pratama, Husnik Maulidya Tungga Dewi

  23-36

  • pdf

  DOI: https://doi.org/10.17977/10.17977/um071v27i1.12022p23-36

• EXPERIMENTAL STUDY OF FLEXURAL CFS BEAM DOUBLE CHANNEL FACE TO FACE IN LENGTH VARIATIONS

  Cahyana Alvyonika, Nindyawati Nindyawati, M. Mirza Abdillah Pratama

  37-49

  DOI: https://doi.org/10.17977/10.17977/um071v27i1.12022p37-49

• PERFORMANCE OF AC-BC MIXTURE WITH ACRYLONITRILE BUTADIENE STYRENE (ABS) PLASTIC ADDITIONAL ASSESSMENT FROM MARSHALL'S PARAMETERS

  Rizal Prasetyo, Boedi Rahardjo, Pranoto Pranoto

  50-59

  DOI: https://doi.org/10.17977/10.17977/um071v27i1.12022p50-59

• COMPARISON OF THE STRENGTH OF ASPHALT CONCRETE-WEARING COURSE (AC-WC) REVIEWED TOWARDS THE USE OF PC, FLY ASH AND ZEOLITEAS A FILLER IN MIXTURES

  Putri Arifin, Bambang Supriyanto, Pranoto

  68-76

  • pdf

  DOI: https://doi.org/10.17977/um071v27i1.12022p68-76

• EXPERIMENTAL STUDY OF BEAM-COLUMN BENDING JOINTS WITH VARIOUS TYPES OF COLD ROLLED STEEL CONNECTIONS

  Setya Nugraha Pratama

  77-94

  • pdf

  DOI: https://doi.org/10.17977/10.17977/um071v27i1.12022p77-94

• THREE-DIMENSIONAL SOIL PROFILE IMAGEMENT IN THE MANDALIKA CIRCUIT AREA WITH ROCKWORKS SOFTWARE AS FOUNDATION DESIGN CONSIDERATIONS

  Fani Adhi Chandra

  95-106

  DOI: https://doi.org/10.17977/10.17977/um071v27i1.12022p95-106

• THE BEHAVIOR OF SELF COMPACTING CONCRETE BEAMS REINFORCED STEEL ROUND HOLLOW PIPE IN Fc' 25 MPa CONCRETE

  Arry Naufal

  107-121

  DOI: https://doi.org/10.17977/10.17977/um071v27i1.12022p107-121