البحوث المنشورة – د. مكي جعفر محمد ت اسم البحث 1 BEARING CAPACITY OF FOUNDATIONS RESTING ON A TRENCH OF LOCAL RECLAIMED ASPHALT PAVEMENT MATERIAL 2 Determination of The Bearing Improvement Ratio For Clay Soil Improved With Stone Column Under Confined Condition 3 Effect of Area Replacement Ratio on Bearing Capacity of Soil Treated With Stone Column 4 Effect of Backfill Materials on Performance of Granular Pile 5 Experimental evaluation of stress concentration ratio of model stone columns strengthened by additives 6 Laboratory Investigation on Efficiency of Model Stone Column Groups 7 Laboratory Investigation on Efficiency of Models Stone and Lime Column Groups 8 Laboratory Model Study for Granular Pile with Various Backfill Materials 9 Effect of Partial Replacement with Crushed Concrete on Settlement and Bearing Capacity of Soft clay 10 Stress Concentration Ratio of Model Stone Columns in Soft Clays 11 A Comparative Study between Piled-Raft and Two Soil Improvement Techniques 12 Effect of Nano SiO2 and Nano CaCO3 on The Mechanical Properties, Durability and flowability of Concrete شاركها Facebook Twitter Google + LinkedIn