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| Number of Proceedings: 647 |
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| 226 |
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Identification of Comprehensive Sustainable Rating System Indicators for Cities |
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Ahmed Hamdy, Mohamed El Zyat and Mohamed Marzouk |
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| 227 |
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OPTIMIZATION OF PROJECT TIME-COST TRADE-OFF WITH CONTROLLED CASH FLOWS |
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Mohamed Abo-Zaid, Tamer El-Korany, Emad E. Etman, Salah El-Din F. Taher |
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| 228 |
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RECYCLING READY MIX CONCRETE BATCH PLANT WASHING WA TER FOR CONSTRUCTION APPLICATION |
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Alaa El-Din Sharkawi, Olfat AbdAllah, Eman Sherif Mohameed |
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| 229 |
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RELEVANCE OF VALUE ENGINEERING TOWARDS ENVIRONMENT FRIENDLY ROADWAY PROJECTS |
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Sara E. Gabr, Tamer El-Korany, Emad E. Etman, Salah El-Din F. Taher |
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| 230 |
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RISK ASSESSMENT OF TUNNEL CONSTRUCTION PROJECTS IN EGYPT: RISK BREAKDOWN STRUCTURE AND QUESTIONNAIRE DESIGN |
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Alaa Mohammed Eid, Haytham Mohammed Sanad, Salah El-Din F. Taher |
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| 231 |
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ACTIVATED CHARCOAL AMENDMENT TO ENHANCE MINERAL BARRIER PERFORMANCE |
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Raul Guerrero, Sandro L. Machado, Mariam Carvalho |
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| 232 |
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Analysis of Slope Instability along an International Road in North Africa |
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Marawan Shahien, Waleed Ogila |
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| 233 |
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BEARING CAPACITY OF STRIP FOOTING RESTING ON OILCONTAMINATED SAND SLOPES |
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Moustafa A. El Sawwaf 1, Ahmed M. Nasr 2, Ahmed Farouk 3 and Hend I. Elsayed |
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| 234 |
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BEHAVIOR OF SHALLOW FOUNDATION AND STRUCTURESADJACENT TO SHEET PILES DURING EARTHQUAKE LOADING |
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Mohammed Sakr, Wasiem Azzam, Esraa Eldisouky |
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| 235 |
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Effect of Bagasse Ash on The Behavior of Expansive Clay in ELSalheya Area, Qena, Egypt |
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M. Abd Ellatief, M.M. Hussein and H. Abdo |
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| 236 |
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EFFECT OF EMBEDMENT DEPTH OF STRIP FOOTING SUPPORTED BY REINFORCED SAND CUSHION ON PEAT SOIL |
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MOHAMED N. EL-SIRAGY and MOHAMED A. SAKR |
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| 237 |
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EFFECT OF GLASS FIBER ON SAND – GRAVEL SOIL MIXTURE STABILIZED BY CEMENT DUST |
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Yousry Mohamed Mowafy, Ahmed Rushdy Towfeek, Ahmed Kamal Mohamed |
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| 238 |
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EFFECT OF KEROSINE CONTAMINATION ON GEOTECHNICAL PROPERTIES OF CLAYEY SOILS |
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Abdalla Eissa, Moustafa El-Sawwaf, Marawan Shahin, Ahmed M. Nasr |
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| 239 |
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EFFECT OF STRUCTURE STIFFNESS ON STRESSES DISTRIBUTION UNDER THE FOUNDATION |
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El-Sakhawy N. R., El-Kilany M. El., El-Sayed T. A., El-dosoky A. I. |
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| 240 |
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EMPLOYMENT OF RELIABILITY ANALYSIS TO ASSESS SOIL STRENGTH PARTIAL FACTORS FOR SLOPE STABILITY PROBLEMS |
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Tarek T. Abdel-Fattah |
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| 241 |
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ENHANCEMENT of THE LATERAL BEHAVIOR OF A SINGLE PILE IN SOFT CLAY: NUMERICAL INVESTIGATION |
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Marawan Shahien, Ahmed M. Nasr, Ahmed Farouk and Saeid Eltaweila |
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| 242 |
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ESTIMATION OF COEFFICIENT OF PERMEABILITY IN HETEROGENEOUS AQUIFERS |
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Marawan M. Shahien, Dalia R. Mohamed |
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| 243 |
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Experimental Study on Configuration of Shell Foundation on Soft Soil |
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Nagwa El-Sakhawy, Tarek Salem, Ahmed Abd El_Latief |
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| 244 |
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FIELD MONITORING AND PERFORMANCE OF 4.4M-HIGH MECHANICALLY STABILIZED EARTH WALL |
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Manal A. Salem, Mohamed A. Hammad, Mohamed I. Amer |
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| 245 |
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GEOGRID REINFORCED STRUCTURES FOR INFRASTRUCTURE PROJECTS |
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Omar Naciri, Stephan Westhus |
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| 246 |
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Ground deformation due to slurry trenching and its expected effect on nearby piled foundation |
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Ahmed Mohamed, Marawan Shahien, Herbert Klapperich |
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| 247 |
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Identification of Expansive Soils as Weathering Product of Volcanic Materials in Jatinangor Area, West Java, Indonesia |
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Riyan R. Fauzi, Nur Khoirullah, R. Irvan Sophian |
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| 248 |
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IMPROVEMENT OF COLLAPSIBLE SOIL USING GEOSYNTHETIC MATERIALS |
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Tarek M. Abd-El-Aziz, Ahmed M. Ragheb, Ahmed M. Ali |
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| 249 |
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Influence of pile driving and dynamic compaction earthborn vibration on adjacent soil response |
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Marawan Shahein, Ahmed Farouk and Mohamed Ramadan |
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| 250 |
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LATERAL CAPACITY OF PILES ADJACENT TO OIL-CONTAMINATED SAND SLOPES |
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Moustafa A. El Sawwaf, Ahmed M. Nasr, Ahmed Farouk and Reda A. abdelhalim |
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