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| Number of Proceedings: 647 |
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| 126 |
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FRICTION CAPACITY EVALUATION OF DRILLED SHAFTS SOCKETED INTO ROCK: EMPIRICAL APPROACHES |
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A.M.H. Mahmoud and A.M. Samieh |
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| 127 |
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Numerical Evaluation of Utilizing Sand Cushion to Reduce the Swelling Potential of Unsaturated Soils |
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Bahr M.A., Tarek M.F., EL-Mashaad M.M., Gamal El-Dean M.R. |
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| 128 |
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LIMIT EQUILBRIUM SAFETY ANALYSIS OF PILE IN LATERAL SPREAD: THREE LAYER |
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REDA FARAG |
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| 129 |
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Numerical Study of Arching Phenomenon of Bored Piles in Sand |
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Zahra A. Kamal1, Mohamed G. Arab1 and Adel Dif1 |
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| 130 |
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PERFORMANCE OF PARTIALLY REPLACED COLLAPSIBLE SOIL |
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Hisham H. Abdelmohsen and Naema.A. Ali |
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| 131 |
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EXPERIMENTAL SOIL REACTION ON ISOLATED FOOTING |
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PROF. NAGWA RAGAB EL-SAKHAWY1 and ENG. AHMD ABDEL-LATIF NASAR2 |
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| 132 |
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Computational Implementation of a GIS tool for prediction of ground movement due to underground extraction |
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YUE CAI, XIAODONG ZHAO and IBRAHIM DJAMALUDDIN |
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| 133 |
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A NUMERICAL STUDY OF SANDY SLOPES REINFORCED WITH PILES |
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M. EL SAWWAF and A.FAROUK |
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| 134 |
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Numerical Analysis of Footing on Soft Clay Reinforced with Stone Columns |
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Ebraheem Hasan Ramadan, Abdel-Aziz A. A. H. Senoon, Mohammed M. A. Hussein and Diaa-Eldin A. Kotp |
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| 135 |
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UPLIFT CAPACITY OF HELICAL PILES IN SAND |
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Mohamed A. Sakr, Ashraf K. Nazir, Ahmed Farouk and Abd Elaziz A. Ads |
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| 136 |
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INFLUENCE OF WELL LOCATION ON DRAWDOWN IN AREA SURROUNDED BY VERTICAL CUTOFF WALLS |
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D. R. Mohamed, M. M. Shahien, and H. H. Hafez |
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| 137 |
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Seepage and Slope Stability Analysis of Mandali Earth Dam, Iraq: A Case Study |
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M.S. Kirra, M. Shahien, M. Elshemy, B. A. Zeidan |
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| 138 |
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EFFECT OF DIFFERENT PARAMETERS ON PIPES BURIED IN SANDY SOIL |
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Drooraid Noor, Ahmed El Nimr, Adel Gabr, Ahmed El Gamal |
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| 139 |
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EVALUATION FOR THE AB ILITY OF TRADITIONAL METHODS USED IN DESI GN OF DEEP EXCAVATIO N IN PREDICTING LATERAL MOVEMENT OF RETAINING SYSTEM _ANALYTICAL STUDY |
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M. H. RABIE and A. S. RASHED |
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| 140 |
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Seepage Analysis of Walter F. George Dam,USA: A case Study |
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M. S. Kirra, B. A. Zeidan, M. Shahien, M. Elshemy |
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| 141 |
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A numerical simulation of flexure toppling phenomenon on rock slope |
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Yue CAI and Yasuhiro MITANI |
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| 142 |
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EPS Geofoam to Reduce Lateral Earth Pressure on Rigid Walls |
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Salem A. Azzam and Sherif S. AbdelSalam |
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| 143 |
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IMPROVEMENT OF BASE AND SUB-BASE SOIL USING STEEL SLAG |
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ALNOS ALY E. HEGAZY |
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| 144 |
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Analysis of Unconnected Piled Raft Foundation With Various Properties |
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Alaa Ata, Essam Badrawi and Marwa Nabil |
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| 145 |
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Chemical Stabilization of Dispersive Clay by Lime and Nano Montmorillonite |
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Mehdi Jalili, Mahmoud Nikkhah Shahmirzadi, Rohollah Ahadi |
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| 146 |
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EFFECT OF SOIL CONTA MINATION ON THE BEHA VIOR OF SINGLE PILE EMBED DED IN SANDY SOIL LABORATORY STUDY |
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M. H. RABIE, M. W. ELBANNA and I. A. LASHIN |
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| 147 |
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LIMIT EQUILIBRIUM RISK ANALYSIS OF PILE IN LATERAL SPREAD: TWO LAYER |
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REDA FARAG, MOHAMED BADR and KHALID ELZAHBY |
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| 148 |
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PERFORMANCE OF PARTIALLY REPLACED COLLAPSIBLE SOIL PART 2: Field Study |
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Hisham H. Abdelmohsen and Naema.A. Ali |
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| 149 |
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Laboratory Characterization and Numerical Modeling of EPS Geofoam |
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Sherif S. AbdelSalam, Salem A. Azzam, Abdel-Rahman S. Abdel-Awad |
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| 150 |
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Analysis of Axial Pile Load Test(s) on Large Bored Grouted and Instrumented Piles |
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M. Shahien and H. M. El-Naggar |
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