| Number of Proceedings: 95 | ||
| 51 | ARCHITECT ANDCIVIL ENGINEER’S PIONEERING RECESSION AT CONSTRUCTION FIELD IN EGYPT | |
| Ali Kamal Al-Tawansy | ||
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| 52 | STUDY ON COMMON METHODS FOR CALCULATING THE PILE GROUP STIFFNESS | |
| Tareq M. Abd-El-Aziz; Mohamed I.S. Elmasry; Ahmed M. Kamel | ||
| Show Article | ||
| 53 | ADVANTAGES OF GEOSYNTHETICS OVER NATURAL MATERIALS IN LANDFILLS WITH COMPOSITE LINER SYSTEMS | |
| Kent von Maubeuge; Stephan Westhus and Pascal Bretin | ||
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| 54 | BEHAVIOR OF DRILLED SHAFTS SOCKETED IN THE DEAD SEA ROCK SALT | |
| Ayman L. Fayed | ||
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| 55 | FRICTION CAPACITY EVALUATION OF DRILLED SHAFTS SOCKETED INTO ROCK: EMPIRICAL APPROACHES | |
| A.M.H. Mahmoud and A.M. Samieh | ||
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| 56 | Numerical Evaluation of Utilizing Sand Cushion to Reduce the Swelling Potential of Unsaturated Soils | |
| Bahr M.A.; Tarek M.F.; EL-Mashaad M.M.; Gamal El-Dean M.R. | ||
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| 57 | LIMIT EQUILBRIUM SAFETY ANALYSIS OF PILE IN LATERAL SPREAD: THREE LAYER | |
| REDA FARAG | ||
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| 58 | Numerical Study of Arching Phenomenon of Bored Piles in Sand | |
| Zahra A. Kamal1; Mohamed G. Arab1 and Adel Dif1 | ||
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| 59 | PERFORMANCE OF PARTIALLY REPLACED COLLAPSIBLE SOIL | |
| Hisham H. Abdelmohsen and Naema.A. Ali | ||
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| 60 | EXPERIMENTAL SOIL REACTION ON ISOLATED FOOTING | |
| PROF. NAGWA RAGAB EL-SAKHAWY1 and ENG. AHMD ABDEL-LATIF NASAR2 | ||
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| 61 | Computational Implementation of a GIS tool for prediction of ground movement due to underground extraction | |
| YUE CAI; XIAODONG ZHAO and IBRAHIM DJAMALUDDIN | ||
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| 62 | A NUMERICAL STUDY OF SANDY SLOPES REINFORCED WITH PILES | |
| M. EL SAWWAF and A.FAROUK | ||
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| 63 | Numerical Analysis of Footing on Soft Clay Reinforced with Stone Columns | |
| Ebraheem Hasan Ramadan; Abdel-Aziz A. A. H. Senoon; Mohammed M. A. Hussein and Diaa-Eldin A. Kotp | ||
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| 64 | UPLIFT CAPACITY OF HELICAL PILES IN SAND | |
| Mohamed A. Sakr; Ashraf K. Nazir; Ahmed Farouk and Abd Elaziz A. Ads | ||
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| 65 | INFLUENCE OF WELL LOCATION ON DRAWDOWN IN AREA SURROUNDED BY VERTICAL CUTOFF WALLS | |
| D. R. Mohamed; M. M. Shahien; and H. H. Hafez | ||
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| 66 | Seepage and Slope Stability Analysis of Mandali Earth Dam, Iraq: A Case Study | |
| M.S. Kirra; M. Shahien; M. Elshemy; B. A. Zeidan | ||
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| 67 | EFFECT OF DIFFERENT PARAMETERS ON PIPES BURIED IN SANDY SOIL | |
| Drooraid Noor; Ahmed El Nimr; Adel Gabr; Ahmed El Gamal | ||
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| 68 | 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 | |
| M. H. RABIE and A. S. RASHED | ||
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| 69 | Seepage Analysis of Walter F. George Dam,USA: A case Study | |
| M. S. Kirra; B. A. Zeidan; M. Shahien; M. Elshemy | ||
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| 70 | A numerical simulation of flexure toppling phenomenon on rock slope | |
| Yue CAI and Yasuhiro MITANI | ||
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| 71 | EPS Geofoam to Reduce Lateral Earth Pressure on Rigid Walls | |
| Salem A. Azzam and Sherif S. AbdelSalam | ||
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| 72 | IMPROVEMENT OF BASE AND SUB-BASE SOIL USING STEEL SLAG | |
| ALNOS ALY E. HEGAZY | ||
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| 73 | Analysis of Unconnected Piled Raft Foundation With Various Properties | |
| Alaa Ata; Essam Badrawi and Marwa Nabil; Alaa Ata | ||
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| 74 | Chemical Stabilization of Dispersive Clay by Lime and Nano Montmorillonite | |
| Mehdi Jalili; Mahmoud Nikkhah Shahmirzadi; Rohollah Ahadi | ||
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| 75 | EFFECT OF SOIL CONTA MINATION ON THE BEHA VIOR OF SINGLE PILE EMBED DED IN SANDY SOIL LABORATORY STUDY | |
| M. H. RABIE; M. W. ELBANNA and I. A. LASHIN | ||
| Show Article | ||
