Articles

• Pore Pressure Responses of Liquefied Numerical Sand Columns

  Widjojo Prakoso, Dheya Mazaya, Rumaisha A. Kartika

  225-236

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  Abstract views: 760 | views: 783

• 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

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  Abstract views: 818 | views: 619

• SPT and CPT Correlation of Expansive Clay in Cikarang, Indonesia

  Eddy Triyanto Sudjatmiko

  245-256

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  Abstract views: 1417 | views: 1884

• The Determination of Downhole Dynamic Compaction Paramaters Based on Finite Element Analysis

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

  257-266

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  Abstract views: 691 | views: 2881

• Strength Performance of Concrete Using Rice Husk Ash (RHA) as Supplementary Cementitious Material (SCM)

  Dahlia Patah, Amry Dasar

  261-276

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  Abstract views: 2175 | views: 1786

• 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

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  Abstract views: 792 | views: 624

• 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

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  Abstract views: 734 | views: 676

• Compressive Strength Characteristics of Trass Stabilized Dredged Soil

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

  301-308

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  Abstract views: 562 | views: 531

• A Comparative Study on the Confinement Models of High-Strength Steel Fiber Concrete

  Nur Fithriani F. Cholida, Antonius, Lintang Enggartiasto

  309-320

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  Abstract views: 853 | views: 707

• 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

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  Abstract views: 685 | views: 675