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PART 1 : GEOTECHNICAL ENGINEERING
 
 
 
 
List of paper presented during GEOTROPIKA 2008
 
 
 
Ground Improvement and Soil Stabilization
  1. EFFECT OF PORTLAND CEMENT, GROUND GRANULATED BLAST FURNACE SLAG, AND SILICEOUS SAND AT STABILIZING PEAT SOIL (Detail)
  2. ENGINEERING CHARACTERISTICS OF LIME-TREATED SOFT CLAY SOIL OF HIGH ORGANIC CONTENT (Detail)
  3. EFFECTS OF LIME ON THE INTRINSIC SWELLING AND SHRINKAGE OF CLAY SOILS FROM SUDAN (Detail)
  4. BEHAVIOR OF LIME STABILIZED CLAYEY SOIL REINFORCED WITH NYLON FIBERS (Detail)
  5. LABORATORY INVESTIGATIONS OF SOFT SOIL IMPROVEMENT BY LIME MORTAR STONE COLUMNS (Detail)

  6. BEHAVIOUR OF VERTICAL AND LATERAL SWELLING ON DISTURBED HIGHLY EXPANSIVE CLAY UNDER WATER CONTENT VARIATION CONDITION (Detail)

 
Laboratory and Field Testing
  1. APPROPRIATE SAMPLE SIZE AND CHARACTERISTIC VALUE ESTIMATION OF SOIL PARAMETERS (Detail)
  2. SEISMIC RESPONSE IDENTIFICATION OF SURFACE WAVES ON RESIDUAL SOIL USING WAVELET ANALYSIS (Detail)
  3. THE COMPARISON BETWEEN THE STRENGTH OF STABILIZED CEMENT CLAY COLUMN AND REMOLDED CEMENT CLAY SMALL CYLINDRICAL SAMPLES (Detail)
  4. CORRELATIONS OF PHYSICO-CHEMICAL PROPERTIES OF GRANITIC SOILS FROM EASTERN PENINSULAR MALAYSIA (Detail)
  5. BEARING CAPACITY OF FOOTINGS ON BAMBOO-GEOTEXTILE COMPOSITE REINFORCED SOFT CLAY (Detail)
  6. USE OF MACINTOSH PROBE TEST FOR FIELD INVESTIGATION IN PEAT SOIL (Detail)
 
Modeling in Geotechnical Engineering
  1. PARAMETRIC STUDY OF STRESS-STRAIN BEHAVIOUR OF FLY ASH IN FINITE ELEMENT MODELLING (Detail) 

  2. MODELLING THE MONOTONIC SOIL-STRUCTURE INTERACTIONS OF AN INTEGRAL BRIDGE ABUTMENT (Detail) 

  
Pile Foundation
  1. SIDE SHEAR FRICTION PREDICTION OF DRIVEN PILE BASED ON CONE PENETRATION TEST (Detail) 
  2. DETERMINATION OF BEARING CAPACITY OF BORED PILE AND DRIVEN PILE IN SANDY AND CLAYEY SOIL BY LOAD TRANSFER METHOD (Detail) 
  3. DIMENSIONAL EFFECT IN LATERAL LOADED RIGID PILE (Detail)  
  4. DESIGN FIELD CAPACITY OF STEEL PILE WITH CORRUGATED WEB SURFACE (Detail) 
  
Rainfall Induced Slope Problems
  1. INSTRUMENTED SOIL COLUMN MODEL FOR RAINFALL INFILTRATION STUDY (Detail) 
  2. STABILITY ANALYSIS OF UNSATURATED SLOPES SUBJECTED TO RAINFALL INFILTRATION (Detail)  
  3. LABORATORY MODEL FOR RAINFALL INFILTRATION IN LAYERED SOIL SLOPE (Detail) 
  4. RELATIONSHIP BETWEEN RAINFALL EROSIVITY AND LANDSLIDE EVENTS IN MALAYSIA (Detail)  
  5. UNIT GRAVITY PROCEDURE IN MODELLING OF SOIL CONFINEMENT SYSTEM (Detail) 
  6. THE OBSERVATIONS AND DATA INTERPRETATION OF LANDSLIDE AT CHAINAGE 23+800 OF SIMPANG PULAI-LOJING HIGHWAY (Detail)  
  7. THE INFLUENCE OF TREE-INDUCED SUCTIONS ON SLOPE STABILITY (Detail) 
  8. ONE-DIMENSIONAL WATER UPTAKE BY VEGETATION (Detail) 
  9. FROM EFFECTIVE STRESS CONCEPT TO THE ROLE OF NET STRESS AND SUCTION IN RESOLVING THE COMPLEX SOIL MECHANICAL BEHAVIOURS (Detail)  
  10. THE MALAYSIA EXPERIENCE IN COMPOSITE GEOTEXTILE REINFORCED SLOPE FOR SLOPE REPAIR (Detail) 
  11. THE EFFECT OF GULLY LOCATION ON THE OVERALL MASS STABILITY OF ENGINEERED SLOPE IN EAST-WEST HIGHWAY MALAYSIA: A CASE STUDY (Detail) 
 
Stability Problem in Geotechnical Engineering
  1. PREDICTION OF SETTLEMENT OF ROAD CONSTRUCTION ON PEAT (Detail) 
  2. EFFECTS OF PERMEABILITY DISPARITY ON SEEPAGE PATTERN OF EARTHFILL DAM (Detail) 
  3. STATIC STABILITY ANALYSIS OF THE LARGEST MALAYSIAN SANITARY LANDFILL (Detail) 
  4. PERFORMANCE OF GROUND IMPROVEMENT BY PRECOMPRESSION AND VERTICAL DRAIN (Detail) 
  5. EVALUATION OF COLLAPSE POTENTIAL OF SOIL (Detail) 
  6. EXPERIMENTAL BEHAVIOUR OF A COMPACTED SILT USED IN A FLOOD DEFENCE EMBANKMENT IN INDONESIA (Detail)
 
 
 
 

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