Articles

• Pore Pressure Responses of Liquefied Numerical Sand Columns

  Widjojo Prakoso, Dheya Mazaya, Rumaisha A. Kartika

  225-236

  • PDF

  Abstract views: 209 | views: 243
• The Performance of Ca(OH)2 to Reduce the Plasticity Index and Increase the Shear Strength Parameter for Expansive Soil

  Mila Kusuma Wardani, Putu Tantri K. Sari, Mafrita Refionasari

  237-244

  • PDF

  Abstract views: 121 | views: 101
• SPT and CPT Correlation of Expansive Clay in Cikarang, Indonesia

  Eddy Triyanto Sudjatmiko

  245-256

  • PDF

  Abstract views: 203 | views: 178
• The Determination of Downhole Dynamic Compaction Paramaters Based on Finite Element Analysis

  Martin Wijaya, Ahmad Kemal Arsyad, Aswin Lim, Paulus Pramono Rahardjo

  257-266

  • PDF

  Abstract views: 144 | views: 444
• Strength Performance of Concrete Using Rice Husk Ash (RHA) as Supplementary Cementitious Material (SCM)

  Dahlia Patah, Amry Dasar

  261-276

  • PDF

  Abstract views: 180 | views: 143
• Chemical Anchor Pullout Force Modeling with Variation of Anchor Embedment Length in Concrete and Concrete Strength

  Anis Rosyidah, Jasun Widiana Putra, Jonathan Saputra

  277-290

  • PDF

  Abstract views: 103 | views: 91
• Increasing Inventory Rating Factor of Steel Truss Bridge Through Orthotropic Steel Deck Panel Application

  Erik Wahyu Pradana, Andreas Triwiyono, Ali Awaludin, Saroj Mandal

  291-300

  • PDF

  Abstract views: 102 | views: 90
• Compressive Strength Characteristics of Trass Stabilized Dredged Soil

  Komang Arya Utama, Tri Harianto, Achmad Bakri Muhiddin, Ardy Arsyad

  301-308

  • PDF

  Abstract views: 115 | views: 85
• A Comparative Study on the Confinement Models of High-Strength Steel Fiber Concrete

  Nur Fithriani F. Cholida, Antonius, Lintang Enggartiasto

  309-320

  • PDF

  Abstract views: 161 | views: 139
• Dynamic Properties Comparison of 1D, 2D, and 3D Model for Concrete Box-Girder Bridge of 40-meter Span

  Wira Sucitra Ibrahim, Akhmad Aminullah, Ali Awaludin, Bambang Suhendro, Bambang Supriyadi, Renga Rao Krishnamoorthy

  321-328

  • PDF

  Abstract views: 161 | views: 122