الإنتاج العلمي in Profile page - ملف العلماء المصريين

Behavior Improvement of Footings on Soft Clay Utilizing Geofoam- November UMIS

Gihan Elsayed Abdelrahman

Ayman Goerge AwadAllah

interface Friction Properties of EPS Geofoam Blocks From Direct Sheartests-November UMIS

Gihan Elsayed Abdelrahman

Rate EFFects on Stress-Strain Behavior of EPS Geofoam August UMIS

Gihan Elsayed Abdelrahman

Small-Strain Stsess-Stain Properies of EXpanded polystyene Geofoam UMIS

Gihan Elsayed Abdelrahman

Lightweight Mixture Using Sand, EPS-Beads and Cement UMIS

Gihan Elsayed Abdelrahman

Prediction of Ultimate Pile load From Axial Load Tests and Penetration Tests” UMIS

Gihan Elsayed Abdelrahman

Compaction Grouting In Sand UMIS

Gihan Elsayed Abdelrahman

“Interpretation of Axial Pile Load Test Results for Continuous Flight Auger Piles.” UMIS

Gihan Elsayed Abdelrahman

“Swelling Treatment by Using Sand for Sand for Tamia Swelling Soil.” UMIS

Gihan Elsayed Abdelrahman

“Prediction of Horizontal Load and Deflection From Lateral Load Pile Tests UMIS

Gihan Elsayed Abdelrahman

Utilizing geofoam behind single basement structure" UMIS

Gihan Elsayed Abdelrahman

Utilizing geofoam behind multi basement structure" UMIS

Gihan Elsayed Abdelrahman

Characteristics of Shelly Sand UMIS

Gihan Elsayed Abdelrahman

Lightweight Mixture Using Clay, EPS-Beads and Cement UMIS

Gihan Elsayed Abdelrahman

Lightweight Mixture Using Sand, EPS-Beads and Cement UMIS

Gihan Elsayed Abdelrahman

“Small-strain stress-strain properties of expanded polystyrene geofoam.” UMIS

Gihan Elsayed Abdelrahman

“Rate effects on stress-strain behaviour of EPS geofoam” UMIS

Gihan Elsayed Abdelrahman

Correlations between Relative Density and Compaction Test Parameters” UMIS

Gihan Elsayed Abdelrahman

Correlations between Relative Density and Compaction Test Parameters” UMIS

Gihan Elsayed Abdelrahman

Behavior Improvement of Footings on Soft Clay Utilizing Geofoam” UMIS

Gihan Elsayed Abdelrahman

Time-Dependent Behavior of laterally loaded Piles, Proceedings, UMIS

Gihan Elsayed Abdelrahman

An Experimental Model For Measuring Lateral Consolidation UMIS

Gihan Elsayed Abdelrahman

Modification of Davisson's Method UMIS

Gihan Elsayed Abdelrahman

Analysis of Stabilizing Slopes using Vertical Piles UMIS

Gihan Elsayed Abdelrahman

3- Dimensional Analysis of single pile in sand using Druker- prager model UMIS

Gihan Elsayed Abdelrahman

Deformation and Strength characteristics of EPS in unconfined Compression Test UMIS

Gihan Elsayed Abdelrahman

Parametric Study for Non-Uniform Soil-Nail Wall UMIS

Gihan Elsayed Abdelrahman

Use the Limit Equilibrium Analysis to Compare Finite Element of Parametric Study for Narrow Mechanically Stabilized Earth, Narrow (MSE), Wall UMIS

Gihan Elsayed Abdelrahman

Effect of Nano Cement-Waste on Soft Clay Soil UMIS

Gihan Elsayed Abdelrahman

Effect of Nano Kaolin and Nano Silica on Soft Clay Soil UMIS

Gihan Elsayed Abdelrahman

Effect of Nano Materials on Permeability in Sandy Soil. UMIS

Gihan Elsayed Abdelrahman

Equations to Correct SPT N-Values Obtained From Using Non- Standard Hammer Weight. UMIS

Gihan Elsayed Abdelrahman

Conventional Method to Estimate Settlement of Plate Subjected to Bi-Axial Loading. UMIS

Gihan Elsayed Abdelrahman

Time-Dependent Behavior of Laterally Loaded Piles UMIS

Gihan Elsayed Abdelrahman

Correlation between Index Tests and the Properties of Egyptian Clay UMIS

Gihan Elsayed Abdelrahman