1.    Notes on The Application of Spring Constant and Soil Structure Interaction Problem

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2.    Analysis on Laterally Loaded Group Piles by Plaxis 3D Foundation

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3.    Soil Stiffness for Jakarta Silty and Clayey Soils

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4.    Teknik Uji Non Destruktif untuk Mendeteksi Integritas Pondasi Tiang

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5.    Keruntuhan Galian Dalam -Apakah Penyebabnya?

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6.     Deep Excavation Failures, Can They be Prevented?

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7.    Hitung Balik Nilai Kekakuan Tanah dari Hasil Pile Loading Test dengan Menggunakan Program Plaxis

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8.    Slope Stability – Limit Equilibrium vs Finite Element Methods

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9.     Soil Improvement by Vacuum Preloading for a Power Plant Project in Vietnam

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10.   The Application of Ground Improvement Techniques in Indonesia, Keynote Lecture on 18th South East Asian Geotechnical Conference – May 31, 2013

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11.  Performance of Microcpiles Subjected to Repetitive Load and Undload Cycles of 1500 Kn Load

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12. Analisa Beban Gempa pada Dinding Besmen dengan Plaxis 2D

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13.  Common Mistakes on The Application of Plaxis 2D in Analyzing Excavation Problem

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14. Kinerja Jangka Panjang Angkur Tanah dan Pengaruhnya Terhadap Stabilitas
Dinding Diaphrgama – Sebuah Studi Kasus

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15.  Importance of Elongation Factor in Determining Geosynthetics Stiffness for Finite Element
Calculation

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16. Seberapa Besar Pengaruh Efek Gangguan dan Hambatan Alir pada Prefabricated Vertikal Drain ?

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17.  Effect of Pile Cap Thickness and Magnitude of Lateral Movement on Group Capacity of Laterally
Loaded Piles

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18.  Expanded Polystyrene (GeoFoam) for Road Embankment on Soft Clay

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19.  An Investigation on The Suitable Constitutive Law for Modelling Jakarta Red Clay

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20.  Design of Earth Structures Reinforced with Polymeric and Metallic Reinforcements using Limit Equilibrium Methods

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21.  High Hybrid Reinforced Soil Slope as Runway Support – A Case Study 
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22.  The Important Role of Execution and CQA/CQC Plans in Building with Geosynthetics

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23.  Effects of Pile Lateral Movement, Pile Spacing and Pile Numbers on Laterally Loaded Group Piles

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24. Consolidation Parameters – Alternative to Casagrande and Taylor Methods

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25.  Dynamic Compaction Design Guideline for Practicing Engineers

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26.  Pile Load Test Frequently Asked Questions

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27.  Common Mistakes in Designing MSE Wall with Finite Element Method

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28.  Tunneling Induced Ground Movement and Soil Structure Interactions

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29.  Estimating Pile Axial Bearing Capacity by c-phi Derived from Pressuremeter Test

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30.  Protection of Slope Surface with Geofoam vs Compacted-Fill

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31.  Numerical Modelling of Energy Pile by Different Constitutive Models

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32.  Slope Stabilization by Used of Geosynthetics in Clay Shale Formation

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33.  Vibrocompaction
Proposed Design Guideline for Practicing Engineers

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34.  Statrapid – Alternatif Uji Beban Statik

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35.  Interpretasi Kuat Geser Lempung Teguh Jakarta dari Data Pressuremeter Berdasarkan Pengembangan Teori Cavity Expansion
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36.  Can a Pile Load Tested to ‘Failure’ be Used as a Working Pile?

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37. Vacuum Preloading, an Alternative Soft Ground Improvement
Technique for a Sustainable Development

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38. Vibro-Kompaksi: Perancangan, Pelaksanaan dan Studi Kasus

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39. Sonic Logging vs PIT untuk mendeteksi Integritas Pondasi Tiang

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40.  Geosynthetics Application in Indonesia – A Case Histories

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41.  Case Histories on the Application of Vacuum Preloading and Geosynthetics Reinforced Soil
Structures in Indonesia

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42. Errors in The Interpretation n Execution of Vacuum Preloading
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43. Why does Settlement Calculation often Miss-out by a Wide Margin?
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