{"id":2618,"date":"2022-05-15T23:33:38","date_gmt":"2022-05-15T20:33:38","guid":{"rendered":"https:\/\/homs-univ.edu.sy\/rags\/?page_id=2618"},"modified":"2022-05-15T23:33:38","modified_gmt":"2022-05-15T20:33:38","slug":"%d8%b1%d8%b3%d8%a7%d8%a6%d9%84-%d8%af%d9%83%d8%aa%d9%88%d8%b1%d8%a7%d9%87-%d9%83%d9%84%d9%8a%d8%a9-%d8%a7%d9%84%d9%87%d9%86%d8%af%d8%b3%d8%a9-%d8%a7%d9%84%d9%85%d8%af%d9%86%d9%8a%d8%a9","status":"publish","type":"page","link":"https:\/\/homs-univ.edu.sy\/rags\/%d8%b1%d8%b3%d8%a7%d8%a6%d9%84-%d8%af%d9%83%d8%aa%d9%88%d8%b1%d8%a7%d9%87-%d9%83%d9%84%d9%8a%d8%a9-%d8%a7%d9%84%d9%87%d9%86%d8%af%d8%b3%d8%a9-%d8%a7%d9%84%d9%85%d8%af%d9%86%d9%8a%d8%a9","title":{"rendered":"\u0631\u0633\u0627\u0626\u0644 \u062f\u0643\u062a\u0648\u0631\u0627\u0647 \u0643\u0644\u064a\u0629 \u0627\u0644\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u0645\u062f\u0646\u064a\u0629"},"content":{"rendered":"
\n \n \n \n \n \n \n \n \n \n \n <\/colgroup>\n \n\n \n\n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n
\u0627\u0644\u0631\u0642\u0645 \u0627\u0644\u062a\u0633\u0644\u0633\u0644\u064a<\/th>\u0627\u0644\u0639\u0646\u0648\u0627\u0646<\/th>\u0627\u0644\u0639\u0646\u0648\u0627\u0646 \u0628\u0627\u0644\u0644\u063a\u0629 \u0627\u0644\u0627\u0646\u062c\u0644\u064a\u0632\u064a\u0629<\/th>\u0623\u0633\u0645 \u0627\u0644\u0628\u0627\u062d\u062b<\/th>\u0623\u0633\u0645 \u0627\u0644\u0645\u0634\u0631\u0641<\/th>\u0627\u0644\u0639\u0627\u0645<\/th>\u0627\u0644\u0642\u0633\u0645<\/th>\u0627\u0644\u0645\u0632\u064a\u062f<\/th><\/tr>\n<\/thead>\n
22<\/td>\u062f\u0631\u0627\u0633\u0629 \u062a\u062c\u0631\u064a\u0628\u064a\u0629 \u0648 \u062a\u062d\u0644\u064a\u0644\u064a\u0629 \u0644\u062a\u0623\u062b\u064a\u0631 \u0627\u0644\u062d\u0631\u064a\u0642 \u0641\u064a \u0627\u0644\u062b\u0642\u0628 \u0641\u064a \u0627\u0644\u0628\u0644\u0627\u0637\u0627\u062a \u0627\u0644\u0644\u0627\u062c\u0627\u0626\u0632\u064a\u0629 ( \u0627\u0644\u0641\u0637\u0631\u064a\u0629 )<\/td>An Analytical and Experimental Study of the Fire Effect on the Punching in Flat Slabs <\/td>\u0627\u0644\u0645\u0647\u0646\u062f\u0633 \u0623\u062d\u0645\u062f \u0627\u0633\u0645\u0627\u0639\u064a\u0644 \u0627\u0644\u0633\u064a\u062f<\/td>\u0627\u0644\u0623\u0633\u062a\u0627\u0630 \u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0639\u0628\u062f \u0627\u0644\u0631\u062d\u0645\u0646 \u0639\u064a\u0633\u0649<\/td>2025<\/td>\u0627\u0644\u0647\u0646\u062f\u0633\u0640\u0640\u0640\u0629 \u0627\u0644\u0625\u0646\u0634\u0627\u0626\u064a\u0640\u0640\u0640\u0640\u0629 <\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
26<\/td>\u0625\u062f\u0627\u0631\u0629 \u0627\u0644\u0645\u0648\u0627\u0631\u062f \u0627\u0644\u0645\u0627\u0626\u064a\u0629 \u0627\u0644\u0633\u0637\u062d\u064a\u0629 \u0641\u064a \u0633\u0647\u0644 \u0627\u0644\u063a\u0627\u0628 \u0645\u0646 \u0633\u062f \u0645\u062d\u0631\u062f\u0629 \u0625\u0644\u0649 \u0628\u0648\u0627\u0628\u0627\u062a \u0627\u0644\u0642\u0631\u0642\u0648\u0631<\/td>Surface Water Resources Management In Alghab Plain From Mharda Dam To Alkarkour Gates<\/td>\u0645. \u0643\u0646\u0627\u0646 \u062d\u0645\u0648\u062f \u0627\u0644\u0627\u062d\u0645\u062f<\/td> \u062f. \u0645. \u0645\u0627\u0632\u0646 \u0633\u0644\u0648\u0645 -\u062f. \u0645. \u0645\u062d\u0645\u0648\u062f \u0627\u0644\u0633\u0628\u0627\u0639\u064a<\/td>2025<\/td>\u0647\u0646\u062f\u0633\u0629 \u0648\u0625\u062f\u0627\u0631\u0629 \u0627\u0644\u0645\u0648\u0627\u0631\u062f \u0627\u0644\u0645\u0627\u0626\u064a\u0629 <\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
21<\/td>\u0627\u0633\u062a\u062e\u062f\u0627\u0645 \u0627\u0644\u0627\u0633\u062a\u0634\u0639\u0627\u0631 \u0639\u0646 \u0628\u0639\u062f \u0641\u064a \u0645\u0631\u0627\u0642\u0628\u0629 \u0627\u0644\u0647\u0628\u0648\u0637\u0627\u062a \u0627\u0644\u0623\u0631\u0636\u064a\u0629 \u0628\u0648\u0627\u0633\u0637\u0629 \u062a\u0642\u0646\u064a\u0629 \u0627\u0644\u062a\u062f\u0627\u062e\u0644 \u0627\u0644\u0631\u0627\u062f\u0627\u0631\u064a<\/td><\/td>\u0645. \u062f\u0627\u0631\u064a\u0646 \u062c\u0627\u0628\u0631 \u0646\u0648\u0641\u0644<\/td>\u0623.\u062f.\u0645 \u062d\u0646\u0627\u0646 \u0643\u0627\u0645\u0644 \u062f\u0631\u0648\u064a\u0634 - \u062f.\u0645 \u0641\u0627\u062f\u064a \u0639\u0632\u0627\u0644\u062f\u064a\u0646 \u0634\u0639\u0628\u0627\u0646 <\/td>2024<\/td>\u0627\u0644\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u0637\u0628\u0648\u063a\u0631\u0627\u0641\u064a\u0629<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
26<\/td>\u0625\u062f\u0627\u0631\u0629 \u0627\u0644\u0645\u0648\u0627\u0631\u062f \u0627\u0644\u0645\u0627\u0626\u064a\u0629 \u0627\u0644\u0633\u0637\u062d\u064a\u0629 \u0641\u064a \u0633\u0647\u0644 \u0627\u0644\u063a\u0627\u0628 \u0645\u0646 \u0633\u062f \u0645\u062d\u0631\u062f\u0629 \u0625\u0644\u0649 \u0628\u0648\u0627\u0628\u0627\u062a \u0627\u0644\u0642\u0631\u0642\u0648\u0631<\/td>Surface Water Resources Management In Alghab Plain From Mharda Dam To Alkarkour Gates<\/td>\u0645. \u0643\u0646\u0627\u0646 \u062d\u0645\u0648\u062f \u0627\u0644\u0627\u062d\u0645\u062f<\/td> \u062f. \u0645. \u0645\u0627\u0632\u0646 \u0633\u0644\u0648\u0645 -\u062f. \u0645. \u0645\u062d\u0645\u0648\u062f \u0627\u0644\u0633\u0628\u0627\u0639\u064a<\/td>2025<\/td>\u0647\u0646\u062f\u0633\u0629 \u0648\u0625\u062f\u0627\u0631\u0629 \u0627\u0644\u0645\u0648\u0627\u0631\u062f \u0627\u0644\u0645\u0627\u0626\u064a\u0629 <\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/td> <\/tr>\n
10<\/td>\u062f\u0631\u0627\u0633\u0629 \u062a\u062c\u0631\u064a\u0628\u064a\u0629 \u0648\u062a\u062d\u0644\u064a\u0644\u064a\u0629 \u0644\u0644\u062c\u0648\u0627\u0626\u0632 \u0627\u0644\u062e\u0631\u0633\u0627\u0646\u064a\u0629 \u0627\u0644\u0645\u0633\u0644\u062d\u0629 \u0627\u0644\u0645\u0639\u0631\u0636\u0629 \u0644\u0644\u0641\u062a\u0644 \u0628\u0627\u0633\u062a\u062e\u062f\u0627\u0645 \u0631\u0643\u0627\u0645 \u0645\u0639\u0627\u062f \u062a\u062f\u0648\u064a\u0631\u0647<\/td> An Experimental and Analytical Study of Reinforced Concrete Beams Subjected to Torsion Using Recycled Heap<\/td>\u0627\u0644\u0645\u0647\u0646\u062f\u0633 \u0641\u0644\u0627\u062d \u0639\u0644\u064a \u0645\u0628\u0627\u0631\u0643<\/td>\u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0627\u0644\u0645\u0647\u0646\u062f\u0633 \u0645\u0646\u064a\u0628 \u0627\u0644\u0639\u0644\u0627\u0641 - \u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0627\u0644\u0645\u0647\u0646\u062f\u0633 \u0625\u062d\u0633\u0627\u0646 \u0627\u0644\u0637\u0631\u0634\u0629 <\/td>2023<\/td>\u0627\u0644\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u0625\u0646\u0634\u0627\u0626\u064a\u0629<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
27<\/td>\u062a\u0623\u062b\u064a\u0631 \u062a\u063a\u064a\u0631 \u0627\u0644\u062a\u062e\u0627\u0645\u062f \u0641\u064a \u0627\u0644\u0633\u0644\u0648\u0643 \u0627\u0644\u0632\u0644\u0632\u0627\u0644\u064a \u0644\u0644\u0625\u0637\u0627\u0631\u0627\u062a \u0627\u0644\u0628\u064a\u062a\u0648\u0646\u064a\u0629 \u0627\u0644\u0645\u0633\u0644\u062d\u0629 <\/td>The Effect of Changing Damping on the Seismic Behaviour of the Reinforced Concrete Frames<\/td>\u0627\u0644\u0645\u0647\u0646\u062f\u0633\u0629 \u0645\u0631\u064a\u0645 \u0642\u064a\u0633 \u0627\u0644\u0625\u0628\u0631\u0627\u0647\u064a\u0645 <\/td>\u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0627\u0644\u0645\u0647\u0646\u062f\u0633 \u0633\u0644\u064a\u0645\u0627\u0646 \u0627\u0644\u0639\u0627\u0645\u0648\u062f\u064a <\/td>2026<\/td>\u0627\u0644\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u0625\u0646\u0634\u0627\u0626\u064a\u0629 <\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
11<\/td>\u062f\u0631\u0627\u0633\u0629 \u062a\u0623\u062b\u064a\u0631 \u0627\u0644\u0625\u0636\u0627\u0641\u0627\u062a \u0641\u064a \u062a\u062d\u0633\u064a\u0646 \u062e\u0648\u0627\u0635 \u0627\u0644\u0628\u064a\u062a\u0648\u0646 \u0627\u0644\u0645\u0646\u062a\u062c \u0628\u0627\u0633\u062a\u062e\u062f\u0627\u0645 \u0627\u0644\u062d\u0635\u0648\u064a\u0627\u062a \u0627\u0644\u0645\u0639\u0627\u062f \u062a\u062f\u0648\u064a\u0631\u0647\u0627(RCA)<\/td> Studying the Effect of Additives on Improving the Properties of Concrete Produced by Using Recycled Concrete Aggregate (RCA)<\/td>\u0627\u0644\u0645\u0647\u0646\u062f\u0633 \u0639\u0644\u0627\u0621 \u0639\u0644\u064a<\/td>\u062f.\u0645. \u0645\u0631\u0648\u0627\u0646 \u0627\u0644\u062e\u0648\u0631\u064a<\/td>2023<\/td>\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u0645\u0648\u0627\u0635\u0644\u0627\u062a \u0648\u0627\u0644\u0646\u0642\u0644<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
12<\/td>\u0623\u0647\u0645\u064a\u0629 \u0627\u0644\u0625\u0636\u0627\u0641\u0627\u062a \u0641\u064a \u062a\u0643\u0648\u064a\u0646 \u0627\u0644\u0628\u0646\u064a\u0629 \u0627\u0644\u0645\u062c\u0647\u0631\u064a\u0629 \u0644\u0644\u0628\u064a\u062a\u0648\u0646 \u0648\u0632\u064a\u0627\u062f\u0629 \u062f\u064a\u0645\u0648\u0645\u062a\u0647 \u0641\u064a \u0627\u0644\u0623\u0648\u0633\u0627\u0637 \u0627\u0644\u0645\u062e\u0631\u0628\u0629 <\/td>The Importance of Additives in Concrete Microstructure and Increasing its Durability in Destructive Environments<\/td>\u0627\u0644\u0645\u0647\u0646\u062f\u0633\u0629: \u062f\u0627\u0644\u064a\u0640\u0627 \u0641\u0631\u062c \u0623\u0648\u0644\u0627\u062f<\/td> \u062f.\u0645. \u0645\u0631\u0648\u0627\u0646 \u0627\u0644\u062e\u0648\u0631\u064a - \u062f.\u0645. \u0639\u0628\u062f \u0627\u0644\u0642\u0627\u062f\u0631 \u0627\u0644\u062c\u0646\u062f\u064a<\/td>2023<\/td>\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u0645\u0648\u0627\u0635\u0644\u0627\u062a \u0648\u0627\u0644\u0646\u0642\u0644 <\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
13<\/td>\u062f\u0631\u0627\u0633\u0629 \u062a\u062d\u0633\u064a\u0646 \u0645\u0642\u0627\u0648\u0645\u0629 \u062a\u0642\u0627\u062f\u0645 \u0627\u0644\u0631\u0627\u0628\u0637 \u0627\u0644\u0625\u0633\u0641\u0644\u062a\u064a \u0627\u0644\u0645\u0633\u062a\u062e\u062f\u0645 \u0641\u064a \u0631\u0635\u0641 \u0627\u0644\u0637\u0631\u0642 \u0641\u064a \u0633\u0648\u0631\u064a\u0629<\/td> Improving the Aging Resistance of Asphalt Binder Used in Syrian Roads Paving<\/td>\u0627\u0644\u0645\u0647\u0646\u062f\u0633\u0629 \u0646\u063a\u0645 \u063a\u0633\u0627\u0646 \u0637\u0627\u0644\u0628<\/td>\u0627\u0644\u0623\u0633\u062a\u0627\u0630 \u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0641\u0627\u064a\u0632 \u0633\u0644\u064a\u0645\u0627\u0646 - \u0627\u0644\u0623\u0633\u062a\u0627\u0630 \u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0628\u0633\u0627\u0645 \u0633\u0644\u0637\u0627\u0646<\/td>2023<\/td>\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u0645\u0648\u0627\u0635\u0644\u0627\u062a \u0648\u0627\u0644\u0646\u0642\u0644 <\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
14<\/td>\u062f\u0631\u0627\u0633\u0629 \u062a\u062c\u0631\u064a\u0628\u064a\u0629-\u062a\u062d\u0644\u064a\u0644\u064a\u0629 \u0644\u0644\u0628\u0644\u0627\u0637\u0627\u062a \u0627\u0644\u0628\u064a\u062a\u0648\u0646\u064a\u0629 \u0627\u0644\u0645\u0633\u0644\u062d\u0629 \u0627\u0644\u0645\u062f\u0639\u0645\u0629 \u0628\u0627\u0644\u0641\u064a\u0631\u0648\u0633\u0645\u0646\u062a \u0628\u0639\u062f \u062a\u0639\u0631\u0636\u0647\u0627 \u0644\u0644\u0647\u0628 \u0627\u0644\u062d\u0631\u064a\u0642<\/td> An Analytical\/Experimental Study of Reinforced Concrete Slabs Strengthened with Ferrocemment Having been Exposed to Fire flame<\/td>\u0645. \u0631\u0646\u064a\u0646 \u0623\u062d\u0645\u062f \u0627\u0644\u0636\u0631\u0641<\/td> \u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0645\u0646\u064a\u0628 \u0627\u0644\u0639\u0644\u0627\u0641 - \u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0639\u0628\u062f \u0627\u0644\u0631\u0632\u0627\u0642 \u0633\u0627\u0644\u0645 -<\/td>2024<\/td>\u0627\u0644\u0647\u0646\u062f\u0633\u0640\u0640\u0640\u0629 \u0627\u0644\u0625\u0646\u0634\u0640\u0640\u0627\u0626\u064a\u0629 <\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
9<\/td>\" \u062f\u0631\u0627\u0633\u0629 \u062a\u0623\u062b\u064a\u0631 \u0627\u0644\u0625\u062c\u0647\u0627\u062f\u0627\u062a \u0627\u0644\u0645\u0637\u0628\u0642\u0629 \u0648\u0631\u0637\u0648\u0628\u0629 \u0627\u0644\u062a\u0631\u0628\u0629 \u0639\u0644\u0649 \u062a\u0634\u0648\u0647\u0627\u062a \u0627\u0644\u0632\u062d\u0641 \u0641\u064a \u0627\u0644\u062a\u0631\u0628\u0629 \u0627\u0644\u0627\u0646\u062e\u0641\u0627\u0633\u064a\u0629 <\/td>\" A Study of the Effect of Applied Stresses and Soil Moisture on Creep Deformations in Loose soil <\/td>\u0645\u062d\u0645\u062f \u0628\u0633\u0627\u0645 \u0639\u064a\u062f<\/td>\u0627\u0644\u0623\u0633\u062a\u0627\u0630 \u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0639\u0644\u064a \u0633\u0644\u064a\u0645\u0627\u0646 \u0627\u0644\u0639\u0628\u062f\u0644\u0644\u0647<\/td>2022<\/td>\u0627\u0644\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u062c\u064a\u0648\u062a\u0643\u0646\u064a\u0643\u064a\u0629<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
10<\/td>\u062f\u0631\u0627\u0633\u0629 \u0633\u0644\u0648\u0643 \u0627\u0644\u0639\u0646\u0627\u0635\u0631 \u0627\u0644\u0628\u064a\u062a\u0648\u0646\u064a\u0629 \u0627\u0644\u0645\u0633\u0644\u062d\u0629 \u0627\u0644\u0645\u0639\u0631\u0636\u0629 \u0644\u0636\u063a\u0637 \u0644\u0627\u0645\u0631\u0643\u0632\u064a \u062b\u0646\u0627\u0626\u064a \u0627\u0644\u0645\u062d\u0627\u0648\u0631 \u0648\u0627\u0644\u0645\u0646\u0641\u0630\u0629 \u0628\u0631\u0643\u0627\u0645 \u0645\u0639\u0627\u062f \u062a\u062f\u0648\u064a\u0631\u0647<\/td>Studying the Behavior of recycled Aggregate Concrete columns subjected to Bi- eccentric Pressure<\/td>\u0628\u0634\u0631\u0649 \u062f\u0631\u0648\u064a\u0634 \u0627\u0644\u0639\u0643\u0627\u0631\u064a<\/td>\u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0627\u0644\u0645\u0647\u0646\u062f\u0633 \u0633\u0644\u064a\u0645\u0627\u0646 \u0623\u062d\u0645\u062f \u0627\u0644\u0639\u0627\u0645\u0648\u062f\u064a<\/td>2022<\/td>\u0627\u0644\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u0625\u0646\u0634\u0627\u0626\u064a\u0629<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
23<\/td>\u062a\u062f\u0639\u064a\u0645 \u0627\u0644\u062c\u0648\u0627\u0626\u0632 \u0627\u0644\u0628\u064a\u062a\u0648\u0646\u064a\u0629 \u0627\u0644\u0645\u0633\u0644\u062d\u0629 \u0627\u0644\u0645\u062a\u0636\u0631\u0631\u0629 \u0639\u0644\u0649 \u0627\u0644\u0642\u0635 \u0628\u0627\u0633\u062a\u062e\u062f\u0627\u0645 \u0627\u0644\u0641\u064a\u0631\u0648\u0633\u0645\u0646\u062a <\/td>Rehabilitation of Shear Damaged Reinforced Concrete Beams by Ferrocement<\/td>\u0645\u062d\u0645\u0651\u062f \u0645\u062b\u0642\u0627\u0644 \u0627\u0644\u062f\u0651\u0631\u0648\u0628\u064a<\/td>\u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0627\u0644\u0645\u0647\u0646\u062f\u0633: \u0645\u0646\u064a\u0628 \u0627\u0644\u0639\u0644\u0651\u0627\u0641 <\/td>2024<\/td>\u0627\u0644\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u0625\u0646\u0634\u0627\u0626\u064a\u0629<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
11<\/td>\u0645\u0639\u0627\u0644\u062c\u0629 \u0627\u0644\u062a\u0631\u0628\u0629 \u0627\u0644\u0645\u0644\u0648\u062b\u0629 \u0628\u0627\u0644\u0643\u0627\u062f\u0645\u064a\u0648\u0645 \u0628\u0645\u062d\u0627\u0644\u064a\u0644 \u063a\u0633\u064a\u0644 \u0645\u062e\u062a\u0644\u0641\u0629 \u0648\u062a\u0623\u062b\u064a\u0631\u0647\u0627 \u0641\u064a \u0627\u0644\u0627\u0633\u062a\u062e\u0644\u0627\u0635 \u0627\u0644\u0645\u062a\u0639\u0627\u0642\u0628 \u0644\u0623\u0634\u0643\u0627\u0644 \u0627\u0644\u0643\u0627\u062f\u0645\u064a\u0648\u0645<\/td>\"Remedation of Cadimum \u2013Contaminated Soil Using Different Washing Solutions and its Effect on the Sequential Extraction of Cadimum Forms<\/td>\u0645\u0631\u062d \u0633\u0644\u064a\u0645\u0627\u0646 \u0627\u0633\u0643\u0646\u062f\u0631<\/td>\u0627\u0644\u062f\u0643\u062a\u0648\u0631\u0629 \u0646\u0639\u064a\u0645\u0629 \u0639\u062c\u064a\u0628\u00a0 + \u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0633\u0645\u064a\u0631 \u0634\u0645\u0634\u0645<\/td>2022<\/td>\u0627\u0644\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u0628\u064a\u0626\u064a\u0629<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
24<\/td>\u0625\u0639\u0627\u062f\u0629 \u062a\u0623\u0647\u064a\u0644 \u0634\u0628\u0643\u0627\u062a \u0627\u0644\u0645\u064a\u0627\u0647 \u0647\u064a\u062f\u0631\u0648\u0644\u064a\u0643\u064a\u0627\u064b (\u0623\u0646\u0645\u0648\u0630\u062c\u0627\u064b \u0634\u0628\u0643\u0629 \u0645\u064a\u0627\u0647 \u062d\u0645\u0635 \u0627\u0644\u062c\u062f\u064a\u062f\u0629)<\/td>Rehabilitation of Water Networks Hydraulically (New Homs Water Network as a Model)<\/td>\u0645. \u0646\u0648\u0631 \u0639\u0628\u062f \u0627\u0644\u0625\u0644\u0647 \u062f\u0628\u062f\u0648\u0628<\/td>\u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0627\u0644\u0645\u0647\u0646\u062f\u0633: \u0628\u0633\u0627\u0645 \u0639\u0628\u062f \u0627\u0644\u0639\u0632\u064a\u0632 \u0627\u0644\u062e\u0636\u0631<\/td>2025<\/td>\u0647\u0646\u062f\u0633\u0629 \u0648\u0627\u062f\u0627\u0631\u0629 \u0627\u0644\u0645\u0648\u0627\u0631\u062f \u0627\u0644\u0645\u0627\u0626\u064a\u0629<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
25<\/td>\u0627\u0633\u062a\u062e\u062f\u0627\u0645 \u0627\u0644\u0631\u0645\u0644 \u0648\u0627\u0644\u0627\u0633\u0645\u0646\u062a \u0627\u0644\u0633\u0648\u0631\u064a \u0645\u0639 \u0627\u0644\u0623\u0644\u064a\u0627\u0641 \u0627\u0644\u0632\u062c\u0627\u062c\u064a\u0629 \u0644\u0644\u062d\u0635\u0648\u0644 \u0639\u0644\u0649 \u0645\u0646\u062a\u062c \u0645\u062a\u0639\u062f\u062f \u0627\u0644\u0627\u0633\u062a\u062e\u062f\u0627\u0645 \u0648\u0630\u064a \u0645\u0648\u0627\u0635\u0641\u0627\u062a \u0639\u0627\u0644\u064a\u0629<\/td>Using Syrian sand and cement with fiberglass to obtain a multi-use product with high specifications A dissertation prepared to obtain <\/td>\u0627\u0644\u0645\u0647\u0646\u062f\u0633 \u0625\u064a\u0647\u0627\u0628 \u0646\u0648\u0627\u0641 \u062f\u064a\u0628<\/td>\u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0627\u0644\u0645\u0647\u0646\u062f\u0633 \u0645\u0631\u0648\u0627\u0646 \u0627\u0644\u062e\u0648\u0631\u064a<\/td>2025<\/td>\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u0645\u0648\u0627\u0635\u0644\u0627\u062a \u0648\u0627\u0644\u0646\u0642\u0644<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
12<\/td> \u062f\u0631\u0627\u0633\u0629 \u0648\u062a\u062d\u0644\u064a\u0644 \u0627\u0644\u0647\u064a\u062f\u0631\u0648\u063a\u0631\u0627\u0641 \u0636\u0645\u0646 \u062d\u0648\u0636 \u0627\u0644\u0633\u0627\u062d\u0644 \u0627\u0644\u0633\u0648\u0631\u064a<\/td>Study and Analysis Hydrograph in the Syrian Coastal Basin<\/td>\u0639\u0640\u0640\u0640\u0627\u0645\u0640\u0640\u0640\u0640\u0631 \u0642\u0635\u0640\u0640\u0640\u0640\u064a \u0627\u0644\u062f\u0631\u0648\u064a\u0640\u0640\u0640\u0640\u0640\u0640\u0640\u0640\u0640\u0640\u0640\u0640\u0640\u0640\u0640\u0634<\/td>\u0627\u0644\u0623\u0633\u062a\u0627\u0630 \u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0627\u0644\u0645\u0647\u0646\u062f\u0633 \u0623\u0645\u064a\u0646 \u0634\u0627\u0647\u0631 \u0633\u0644\u064a\u0645\u0627\u0646<\/td>2022<\/td> \u0647\u0646\u062f\u0633\u0629 \u0648\u0625\u062f\u0627\u0631\u0629 \u0627\u0644\u0645\u0648\u0627\u0631\u062f \u0627\u0644\u0645\u0627\u0626\u064a\u0629<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
13<\/td> \u062f\u0631\u0627\u0633\u0629 \u0627\u0633\u062a\u064a\u0639\u0627\u0628 \u0628\u062d\u064a\u0631\u0629 \u0642\u0637\u064a\u0646\u0629 \u0644\u0644\u0645\u0648\u062c\u0627\u062a \u0627\u0644\u0641\u064a\u0636\u0627\u0646\u064a\u0629<\/td> Qattina lake attenuation of Flood waves<\/td>\u063a\u0631\u064a\u0628 \u0635\u0627\u0644\u062d<\/td>\u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0627\u0644\u0645\u0647\u0646\u062f\u0633: \u0645\u0627\u0632\u0646 \u0633\u0644\u0648\u0645 +\u0627\u0644\u0623\u0633\u062a\u0627\u0630 \u0627\u0644\u062f\u0643\u062a\u0648\u0631: \u0623\u0645\u064a\u0646 \u0633\u0644\u064a\u0645\u0627\u0646 <\/td>2023<\/td>\u0647\u0646\u062f\u0633\u0629 \u0648\u0625\u062f\u0627\u0631\u0629 \u0627\u0644\u0645\u0648\u0627\u0631\u062f \u0627\u0644\u0645\u0627\u0626\u064a\u0629<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
14<\/td>\" \u0627\u0644\u0623\u062f\u0627\u0621 \u0627\u0644\u0625\u0646\u0634\u0627\u0626\u064a \u0644\u0644\u062c\u0648\u0627\u0626\u0632 \u0627\u0644\u0628\u064a\u062a\u0648\u0646\u064a\u0629 \u0627\u0644\u0645\u0633\u0644\u062d\u0629 \u0627\u0644\u0645\u0635\u0646\u0648\u0639\u0629 \u0645\u0646 \u0627\u0644\u0628\u064a\u062a\u0648\u0646 \u0630\u0627\u062a\u064a \u0627\u0644\u062a\u0648\u0636\u0639 (SCC) \u0648\u0627\u0644\u0645\u0639\u0631\u0636\u0629 \u0644\u0644\u062d\u0631\u064a\u0642 (\u0644\u0647\u0628 \u0627\u0644\u0646\u0627\u0631) \"<\/td>\"Structural Performance of Self-Compacting Reinforced Concrete Beams (SCC) Subjected to Fire Flame\"<\/td>\u0639\u0645\u0627\u0631 \u0631\u064a\u0627\u0636 \u0637\u0648\u0627\u0634\u064a<\/td>\u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0627\u0644\u0645\u0647\u0646\u062f\u0633 \u0633\u0644\u064a\u0645\u0627\u0646 \u0627\u0644\u0639\u0627\u0645\u0648\u062f\u064a<\/td>2023<\/td>\u0627\u0644\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u0625\u0646\u0634\u0627\u0626\u064a\u0629<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a>\n

 <\/p><\/td> <\/tr>\n

15<\/td>\u062a\u062d\u0633\u064a\u0646 \u062c\u062f\u0648\u0644\u0629 \u0627\u0644\u0645\u0647\u0627\u0645 \u0645\u0639 \u0627\u0644\u062a\u0633\u0627\u0645\u062d \u0645\u0639 \u0627\u0644\u0623\u0639\u0637\u0627\u0644 \u0641\u064a \u0646\u0638\u0645 \u0627\u0644\u0632\u0645\u0646 \u0627\u0644\u062d\u0642\u064a\u0642\u064a \u0627\u0644\u0645\u0648\u0632\u0639\u0629<\/td>Improving Tasks scheduling with Fault Tolerance in Distributed Real Time Systems<\/td>\u0628\u0647\u0627\u0621 \u0633\u0644\u064a\u0645\u0627\u0646 \u0627\u0644\u062d\u0645\u062f\u0627\u0646<\/td>\u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0627\u0644\u0645\u0647\u0646\u062f\u0633 \u0645\u062d\u0633\u0646 \u0639\u0628\u0648\u062f\t+\u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0627\u0644\u0645\u0647\u0646\u062f\u0633 \u0645\u0627\u0647\u0631 \u0639\u0628\u0627\u0633<\/td>2023<\/td>\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u0646\u0638\u0645 \u0648\u0627\u0644\u0634\u0628\u0643\u0627\u062a \u0627\u0644\u062d\u0627\u0633\u0648\u0628\u064a\u0629<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
16<\/td>\u062a\u0642\u064a\u064a\u0645 \u0627\u0644\u0627\u0633\u062a\u062c\u0627\u0628\u0629 \u0627\u0644\u0632\u0644\u0632\u0627\u0644\u064a\u0629 \u0644\u0644\u062c\u0645\u0644 \u0627\u0644\u0625\u0646\u0634\u0627\u0626\u064a\u0629 \u0627\u0644\u0645\u062e\u062a\u0644\u0637\u0629 \u063a\u064a\u0631 \u0627\u0644\u0645\u0646\u062a\u0638\u0645\u0629 \u0628\u0627\u0633\u062a\u062e\u062f\u0627\u0645 \u0627\u0644\u0633\u062c\u0644 \u0627\u0644\u0632\u0645\u0646\u064a \u0627\u0644\u0645\u0642\u064a\u0633<\/td>Evaluating of seismic response for irregular dual structural systems by using scaled time history<\/td>\u0628\u0631\u0627\u0621\u0647 \u0627\u0628\u0631\u0627\u0647\u064a\u0645 \u0641\u0631\u062c<\/td>\u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0627\u0644\u0645\u0647\u0646\u062f\u0633 \u0633\u0644\u064a\u0645\u0627\u0646 \u0623\u062d\u0645\u062f \u0627\u0644\u0639\u0627\u0645\u0648\u062f\u064a<\/td>2023<\/td>\u0627\u0644\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u0625\u0646\u0634\u0627\u0626\u064a\u0629<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
17<\/td>\u062f\u0631\u0627\u0633\u0629 \u0641\u0639\u0627\u0644\u064a\u0629 \u0627\u0644\u0641\u064a\u0631\u0648\u0633\u0645\u0646\u062a \u0641\u064a \u062a\u062f\u0639\u064a\u0645 \u0639\u0642\u062f\u0629 \u062c\u0627\u0626\u0632- \u0639\u0645\u0648\u062f \u0628\u064a\u062a\u0648\u0646\u064a\u0629 \u0637\u0631\u0641\u064a\u0629 <\/td>Studying the Effectiveness of Ferrocement in Strengthening an External Beam - Column Joint <\/td>\u062d\u064a\u062f\u0631 \u0627\u062d\u0645\u062f \u0627\u0644\u062e\u0636\u0648\u0631<\/td>\u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0627\u0644\u0645\u0647\u0646\u062f\u0633: \u0625\u062d\u0633\u0627\u0646 \u0627\u0644\u0637\u0631\u0634\u0629 +\u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0627\u0644\u0645\u0647\u0646\u062f\u0633: \u0633\u0644\u064a\u0645\u0627\u0646 \u0627\u0644\u0639\u0627\u0645\u0648\u062f\u064a <\/td>2023<\/td>\u0627\u0644\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u0625\u0646\u0634\u0627\u0626\u064a\u0629<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
18<\/td>\u0625\u064a\u062c\u0627\u062f \u0627\u0644\u0645\u0624\u0634\u0631\u0627\u062a \u0627\u0644\u062a\u0635\u0645\u064a\u0645\u064a\u0629 \u0644\u0645\u0639\u0627\u0644\u062c\u0629 \u0645\u064a\u0627\u0647 \u0646\u0647\u0631 \u0627\u0644\u0639\u0627\u0635\u064a \u0628\u0627\u0644\u0642\u0635\u064a\u0631 \u0628\u0645\u0631\u0634\u062d\u0627\u062a \u0631\u0645\u0644\u064a\u0629 \u0630\u0627\u062a \u062c\u0631\u064a\u0627\u0646 \u0635\u0627\u0639\u062f<\/td>Finding the design indicators to treat water of Orontes River in Al-Qusayr by up-flow sand filters<\/td>\u0644\u0627\u0631\u0627 \u0627\u0628\u0631\u0627\u0647\u064a\u0645<\/td>\u0627\u0644\u062f\u0643\u062a\u0648\u0631: \u062f\u0631\u063a\u0627\u0645 \u0627\u0644\u0633\u0644\u0648\u0645<\/td>2023<\/td>\u0627\u0644\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u0628\u064a\u0626\u064a\u0629<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
19<\/td>\"\u062f\u0631\u0627\u0633\u0629 \u062a\u062c\u0631\u064a\u0628\u064a\u0629 \u0648\u062a\u062d\u0644\u064a\u0644\u064a\u0629 \u0644\u0633\u0644\u0648\u0643 \u0627\u0644\u0628\u0644\u0627\u0637\u0627\u062a \u0627\u0644\u0628\u064a\u062a\u0648\u0646\u064a\u0629 \u0627\u0644\u0645\u0633\u0644\u062d\u0629 \u0628\u0627\u062a\u062c\u0627\u0647 \u0648\u0627\u062d\u062f \u0628\u0627\u0633\u062a\u062e\u062f\u0627\u0645 \u062d\u0635\u0648\u064a\u0627\u062a \u0645\u0639\u0627\u062f \u062a\u062f\u0648\u064a\u0631\u0647\u0627 \u062a\u062d\u062a \u062a\u0623\u062b\u064a\u0631 \u0627\u0644\u0627\u0646\u0639\u0637\u0627\u0641\"<\/td>Experimental and analytical study of bending behaviors of concrete slabs(one way) made from recycled aggregate\"<\/td>\u0648\u0633\u0627\u0645 \u062d\u064a\u062f\u0631 \u0627\u0644\u062f\u064a\u0628 <\/td>\u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0627\u0644\u0645\u0647\u0646\u062f\u0633: \u0639\u0635\u0627\u0645 \u0628\u062f\u064a\u0639 \u0645\u0644\u062d\u0645 <\/td>2023<\/td>\u0627\u0644\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u0645\u062f\u0646\u064a\u0629<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
20<\/td>\u0643\u0641\u0627\u0621\u0629 \u0625\u0632\u0627\u0644\u0629 \u0627\u0644\u0645\u063a\u0630\u064a\u0627\u062a \u0645\u0646 \u0645\u064a\u0627\u0647 \u0627\u0644\u0635\u0631\u0641 \u0627\u0644\u0635\u062d\u064a \u0628\u0625\u0636\u0627\u0641\u0629 \u062d\u0627\u0645\u0644 \u0628\u064a\u0648\u0644\u0648\u062c\u064a \u0625\u0644\u0649 \u0627\u0644\u0645\u0639\u0627\u0644\u062c\u0629 \u0627\u0644\u0628\u064a\u0648\u0644\u0648\u062c\u064a\u0629 \u0645\u062a\u0639\u062f\u062f\u0629 \u0627\u0644\u0645\u0631\u0627\u062d\u0644 (\u0627\u0644\u0644\u0627\u0647\u0648\u0627\u0626\u064a\u0629- \u0645\u0646\u0642\u0648\u0635\u0629 \u0627\u0644\u0623\u0643\u0633\u062c\u064a\u0646- \u0627\u0644\u0647\u0648\u0627\u0626\u064a\u0629<\/td>Efficiency of Removing Nutrients from Wastewater by Adding a Biological Carrier to the Multi-Stage Biological Treatment (Anaerobic- Anoxic- Oxic)<\/td>\u0631\u063a\u062f \u0633\u0644\u064a\u0645 \u0627\u0644\u0634\u0644\u0628\u064a<\/td>\u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0627\u0644\u0645\u0647\u0646\u062f\u0633 \u0631\u0635\u064a\u0646 \u0632\u0643\u064a\u0629+\u0627\u0644\u062f\u0643\u062a\u0648\u0631\u0629 \u0627\u0644\u0645\u0647\u0646\u062f\u0633\u0629 \u0646\u0639\u064a\u0645\u0629 \u0639\u062c\u064a\u0628<\/td>2023<\/td>\u0627\u0644\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u0628\u064a\u0626\u064a\u0629<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
01<\/td> \u062a\u0623\u062b\u064a\u0631 \u0627\u0644\u062d\u0631\u064a\u0642 \u0641\u064a \u0642\u062f\u0631\u0629 \u062a\u062d\u0645\u0644 \u0627\u0644\u0623\u0639\u0645\u062f\u0629 \u0627\u0644\u062e\u0631\u0633\u0627\u0646\u064a\u0629 \u0627\u0644\u0645\u0637\u0648\u0642\u0629 \u0628\u0623\u0644\u064a\u0627\u0641 \u0627\u0644\u0643\u0631\u0628\u0648\u0646 <\/td>Effect of Fire on Load Carrying Capacity of Concrete Columns Confined With CFRP<\/td>\u0645\u0646\u0627\u0631 \u0645\u0648\u0633\u0649 \u062a\u0642\u0644\u0627<\/td>\u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0625\u062d\u0633\u0627\u0646 \u0627\u0644\u0637\u0631\u0634\u0629<\/td>2020<\/td>\u0627\u0644\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u0625\u0646\u0634\u0627\u0626\u064a\u0629<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
02<\/td>\u062a\u0623\u062b\u064a\u0631 \u062e\u0628\u062b \u0623\u0641\u0631\u0627\u0646 \u0635\u0647\u0631 \u0627\u0644\u0645\u0639\u0627\u062f\u0646 \u0648\u0631\u0645\u0627\u062f \u0645\u062e\u0644\u0641\u0627\u062a \u0639\u0635\u0631 \u0627\u0644\u0632\u064a\u062a\u0648\u0646 \u0639\u0644\u0649 \u0633\u0644\u0648\u0643\u064a\u0629 \u0627\u0644\u062a\u0631\u0628 \u0627\u0644\u0646\u0627\u0639\u0645\u0629<\/td>Effect of Smelting Furnace Slag and Olive Waste Ash on the Behavior of Fine-Grained Soils<\/td>\u0627\u0644\u0645\u0647\u0646\u062f\u0633\u0629 \u0631\u064a\u0645 \u0623\u0633\u0639\u062f \u0642\u0632\u064a<\/td>\u0627\u0644\u0623\u0633\u062a\u0627\u0630 \u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0645\u062d\u0645\u062f \u062a\u0642\u0644\u0627<\/td>2020<\/td>\u0627\u0644\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u062c\u064a\u0648\u062a\u0643\u0646\u064a\u0643\u064a\u0629<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
03<\/td>\u0627\u0644\u0646\u0645\u0630\u062c\u0629 \u0627\u0644\u0647\u064a\u062f\u0631\u0648\u0644\u064a\u0643\u064a\u0629 \u0644\u0634\u0628\u0643\u0627\u062a \u0645\u064a\u0627\u0647 \u0627\u0644\u0634\u0631\u0628 \u0628\u0627\u0633\u062a\u062e\u062f\u0627\u0645 \u062e\u0648\u0627\u0631\u0632\u0645\u064a\u0627\u062a \u0627\u0644\u062d\u0644 \u0627\u0644\u0627\u0645\u062b\u0644 \u0636\u0645\u0646 \u0625\u0637\u0627\u0631 \u0627\u0644\u0628\u0631\u0645\u062c\u064a\u0627\u062a \u0627\u0644\u062a\u0643\u0627\u0645\u0644\u064a\u0629<\/td>Hydraulic Modeling of Drinking Water Systems Using Optimal Solution Algorithms Within the Framework of Integrated<\/td>\u0645. \u0627\u0628\u0631\u0627\u0647\u064a\u0645 \u0639\u0628\u062f \u0627\u0644\u062c\u0644\u064a\u0644<\/td>\u0627\u0644\u0623\u0633\u062a\u0627\u0630 \u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0627\u0644\u0645\u0647\u0646\u062f\u0633 \u0639\u0627\u062f\u0644 \u064a\u0648\u0633\u0641 \u062c\u0631\u062c\u064a + \u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0627\u0644\u0645\u0647\u0646\u062f\u0633 \u0623\u0645\u062c\u062f \u062d\u0627\u0645\u062f \u0634\u0627\u0643\u0631<\/td>2021<\/td>\u0647\u0646\u062f\u0633\u0629 \u0648\u0625\u062f\u0627\u0631\u0629 \u0627\u0644\u0645\u0648\u0627\u0631\u062f \u0627\u0644\u0645\u0627\u0626\u064a\u0629<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
04<\/td>\u0646\u0645\u0630\u062c\u0629 \u0627\u0646\u062a\u0642\u0627\u0644 \u0627\u0644\u0639\u0646\u0627\u0635\u0631 \u0627\u0644\u0645\u0644\u0648\u0651\u062b\u0629 \u0641\u064a \u062a\u0631\u0628\u0629 \u063a\u064a\u0631 \u0645\u0634\u0628\u0639\u0629 \u062a\u062d\u062a \u062a\u0623\u062b\u064a\u0631 \u0627\u0644\u0631\u064a<\/td>Modeling of pollution transport in unsaturated soil under the influence of Irrigation<\/td>\u0645.\u0635\u0641\u0627\u0621 \u0645\u062d\u0645\u0648\u062f \u0627\u0644\u062f\u064a\u0628<\/td> \u062f. \u0645.\u0639\u0627\u0628\u0631 \u0645\u062d\u0645\u062f + \u062f. \u0645.\u0625\u064a\u0647\u0627\u0628 \u0639\u0628\u062f \u0627\u0644\u0644\u0647<\/td>2021<\/td>\u0647\u0646\u062f\u0633\u0629 \u0648\u0625\u062f\u0627\u0631\u0629 \u0627\u0644\u0645\u0648\u0627\u0631\u062f \u0627\u0644\u0645\u0627\u0626\u064a\u0629<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
05<\/td>\u0639\u0648\u0627\u0645\u0644 \u0627\u0644\u062a\u063a\u0630\u064a\u0629 \u0627\u0644\u0645\u0624\u062b\u0631\u0629 \u0641\u064a \u062a\u062d\u062f\u064a\u062f \u0645\u0646\u0627\u0637\u0642 \u0627\u0644\u0623\u0645\u0644 \u0627\u0644\u0645\u0627\u0626\u064a \u0627\u0644\u062c\u0648\u0641\u064a (\u062f\u0631\u0627\u0633\u0629 \u062d\u0627\u0644\u0629 \u0641\u064a \u0645\u062d\u0627\u0641\u0638\u0629 \u062d\u0645\u0635)<\/td>Recharge factors that affect determination of Groundwater potential zones (A case Study : Homs Province(<\/td>\u062a\u0645\u0627\u0636\u0631 \u062c\u0627\u0628\u0631 \u0627\u0644\u0627\u0628\u0631\u0627\u0647\u064a\u0645<\/td> \u0627\u0644\u0623\u0633\u062a\u0627\u0630 \u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0645\u0639\u0646 \u0633\u0644\u0627\u0645\u0629 + \u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0645\u062d\u0645\u062f \u0627\u0644\u0645\u0644\u062d\u0645 <\/td>2021<\/td>\u0647\u0646\u062f\u0633\u0629 \u0648\u0625\u062f\u0627\u0631\u0629 \u0627\u0644\u0645\u0648\u0627\u0631\u062f \u0627\u0644\u0645\u0627\u0626\u064a\u0629<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
06<\/td> \u062f\u0631\u0627\u0633\u0629 \u062a\u0623\u062b\u064a\u0631 \u0627\u0644\u0632\u064a\u0648\u0644\u064a\u062a \u0627\u0644\u0637\u0628\u064a\u0639\u064a \u0627\u0644\u0633\u0648\u0631\u064a \u0641\u064a \u062e\u0648\u0627\u0635 \u0627\u0644\u0645\u062c\u0628\u0648\u0644 \u0627\u0644\u0628\u064a\u062a\u0648\u0645\u064a\u0646\u064a <\/td>Effect of Syrian Natural Zeolite on Bituminous Concrete Properties <\/td>\u0627\u0644\u0645\u0647\u0646\u062f\u0633 \u0645\u062d\u0645\u0648\u062f \u0639\u0644\u064a \u0639\u0628\u062f \u0627\u0644\u0644\u0647<\/td> \u0627\u0644\u0623\u0633\u062a\u0627\u0630 \u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0641\u0627\u064a\u0632 \u0633\u0644\u064a\u0645\u0627\u0646 + \u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0628\u0627\u0633\u0645 \u0639\u0644\u064a<\/td>2022<\/td>\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u0645\u0648\u0627\u0635\u0644\u0627\u062a \u0648\u0627\u0644\u0646\u0642\u0644<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n
07<\/td>\u062f\u0631\u0627\u0633\u0629 \u062a\u062d\u0644\u064a\u0644\u064a\u0629 \u0648 \u062a\u062c\u0631\u064a\u0628\u064a\u0629 \u0644\u0633\u0644\u0648\u0643 \u0627\u0644\u062a\u0631\u0628 \u0627\u0644\u063a\u0636\u0627\u0631\u064a\u0629 \u0627\u0644\u0645\u0646\u062a\u0641\u062e\u0629 \u0627\u0644\u0645\u0639\u0631\u0636\u0629 \u0644\u062f\u0648\u0631\u0627\u062a \u0645\u062a\u0643\u0631\u0631\u0629 \u0645\u0646 \u0627\u0644\u0627\u0646\u062a\u0641\u0627\u062e \u0648\u0627\u0644\u062a\u0642\u0644\u0635<\/td>((Analytical and expiremental study of the behaviour of expansive clay exposed to several shrinking and swelling cycles))<\/td>\u0645. \u062f\u0627\u0631\u064a\u0646 \u062d\u064a\u062f\u0631 \u0623\u062d\u0645\u062f<\/td>\u0627\u0644\u0623\u0633\u062a\u0627\u0630 \u0627\u0644\u062f\u0643\u062a\u0648\u0631: \u0639\u0644\u064a \u0627\u0644\u0639\u0628\u062f\u0644\u0644\u0647\u00a0 \u00a0 +\u00a0 \u00a0\u0627\u0644\u0623\u0633\u062a\u0627\u0630 \u0627\u0644\u062f\u0643\u062a\u0648\u0631 :\u0645\u062d\u0645\u062f \u062a\u0642\u0644\u0627<\/td>2022<\/td>\u0627\u0644\u062c\u064a\u0648\u062a\u0643\u0646\u064a\u0643<\/td>\u0627\u0644\u0645\u0632\u064a\u062f\u00a0<\/a><\/td> <\/tr>\n
08<\/td>\u062a\u062d\u062f\u064a\u062f \u0627\u0644\u0639\u0646\u0627\u0635\u0631 \u0627\u0644\u0647\u064a\u062f\u0631\u0648\u0644\u064a\u0643\u064a\u0629 \u0644\u0644\u0645\u0648\u062c\u0627\u062a \u0627\u0644\u0641\u064a\u0636\u0627\u0646\u064a\u0629 \u0627\u0644\u0646\u0627\u062a\u062c\u0629 \u0639\u0646 \u0627\u0644\u0647\u0637\u0648\u0644\u0627\u062a \u0627\u0644\u0645\u0637\u0631\u064a\u0629 \u0648\u0627\u0642\u062a\u0631\u0627\u062d \u0645\u0646\u0634\u0622\u062a \u062a\u0646\u0638\u064a\u0645 \u0644\u0645\u062c\u0631\u0649 \u0646\u0647\u0631 \u0627\u0644\u063a\u0645\u0642\u0629<\/td>Determine the hydraulic parameters of the floodwaters resulting from rainstorms and propose regulation facilities for the course of the Ghamqa River<\/td>\u0627\u0644\u0645\u0647\u0646\u062f\u0633 :\u0639\u0644\u064a \u0641\u064a\u0635\u0644 \u0627\u062d\u0645\u062f<\/td>\u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0627\u0644\u0645\u0647\u0646\u062f\u0633 \u0628\u0633\u0627\u0645 \u0627\u0644\u062e\u0636\u0631 + \u0627\u0644\u062f\u0643\u062a\u0648\u0631 \u0627\u0644\u0645\u0647\u0646\u062f\u0633 \u063a\u0637\u0641\u0627\u0646 \u0639\u0628\u062f \u0627\u0644\u0643\u0631\u064a\u0645 \u0639\u0645\u0651\u0627\u0631<\/td>2022<\/td>\u0647\u0646\u062f\u0633\u0629 \u0648\u0625\u062f\u0627\u0631\u0629 \u0627\u0644\u0645\u0648\u0627\u0631\u062f \u0627\u0644\u0645\u0627\u0626\u064a\u0629<\/td>\u0627\u0644\u0645\u0632\u064a\u062f<\/a><\/td> <\/tr>\n <\/tbody>\n <\/table>\n \n \n \n<\/div>\n\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-2618","page","type-page","status-publish","has-post-thumbnail","hentry"],"_links":{"self":[{"href":"https:\/\/homs-univ.edu.sy\/rags\/wp-json\/wp\/v2\/pages\/2618","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/homs-univ.edu.sy\/rags\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/homs-univ.edu.sy\/rags\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/homs-univ.edu.sy\/rags\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/homs-univ.edu.sy\/rags\/wp-json\/wp\/v2\/comments?post=2618"}],"version-history":[{"count":1,"href":"https:\/\/homs-univ.edu.sy\/rags\/wp-json\/wp\/v2\/pages\/2618\/revisions"}],"predecessor-version":[{"id":2619,"href":"https:\/\/homs-univ.edu.sy\/rags\/wp-json\/wp\/v2\/pages\/2618\/revisions\/2619"}],"wp:attachment":[{"href":"https:\/\/homs-univ.edu.sy\/rags\/wp-json\/wp\/v2\/media?parent=2618"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}