Department of Civil Engineering

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Who works at the Department of Civil Engineering

Department of Civil Engineering has more than 81 academic staff members

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Prof.Dr. Hadi Faraj Hamed Abusiaf

د. الهادي فرج ابوسيف هو احد اعضاء هيئة التدريس بقسم الهندسة المدنية بكلية الهندسة. يعمل السيد ابوسيف بجامعة طرابلس كـأستاذ منذ وله العديد من المنشورات العلمية في مجال تخصصه

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Some of publications in Department of Civil Engineering

ﻣﻘﺎرﻧﺔ ﺗﻘﻨﯿﺎت إﻋﺎدةﺗﺄھﯿﻞاﻟﺮﺻﻒ اﻷﺳﻔﻠﺘﻲ

إن إﺑﻘﺎء اﻟﻣﻧﺷﺄة ﻓﻲ ﺣﺎﻟﺔ ﺗﺷﻐﯾﻠﯾﺔ ﺟﯾدة ﻫو اﻟﻬﺎﺟس اﻷول ﻟﻣدﯾري اﻟﺗﺷﻐﯾل واﻟﺻﯾﺎﻧﺔﻓﻲ اﻟﻣﻧﺷﺂت اﻟﺧﺎﺻﺔ واﻟﻌﺎﻣﺔ وﻟﻌل ﺷﺑﻛﺔ اﻟطرقﻫﻲ ﻣن أﻛﺛر اﻟﻣﻧﺷﺂت ﺗﻌﻘﯾداً ﻧظاًر ﻟﺣﺟﻣﻬﺎ اﻟﻬﺎﺋل واﻟذي ﯾﻣﺛل اﺳﺗﺛﻣﺎار ﻛﺑﯾاًر ﻓﻲ اﻗﺗﺻﺎد اﻟدول ﯾﺟب اﻟﻣﺣﺎﻓظﺔ ﻋﻠﯾﻪ ٕواطﺎﻟﺔ ﻣردودﻩ اﻻﻗﺗﺻﺎدي وذﻟك ﻟﻣﺎ ﻟﺷﺑﻛﺔ اﻟطرق ﻣن ﺗﺄﺛﯾر ﻋﻠﻰ ﻧﻬﺿﺔ اﻟﺑﻼد وﺧدﻣﺔ ﺟﻣﯾﻊ أﻓارد اﻟﻣﺟﺗﻣﻊ ﺷﻬدت ﻟﯾﺑﯾﺎ ﺑﻌد اﻛﺗﺷﺎف اﻟﻧﻔط وﻓﻲ ﻧﻬﺎﯾﺔ اﻟﺧﻣﺳﯾﻧﺎت ﻣناﻟﻘرن اﻟﻣﺎﺿﻲ ﺣرﻛﺔ ﻧﻣو ﺻﻧﺎﻋﻲ وﻋﻣ ر اﻧﻲ ﻛﺑﯾرةوﻛﺎن ﻣن ﺿﻣن ﻣظﺎﻫ رﻫﺎﺑﻧﺎء ﺷﺑﻛﺔ ﻣناﻟطرق اﻟﺿﺧﻣﺔ ﻋﻠﻰ أﺣدث اﻟﻣواﺻﻔﺎت اﻟﻌﺎﻟﻣﯾﺔ ﻟﺧدﻣﺔ ﺣرﻛﺔ اﻟﻧﻘل ﺑﯾن اﻟﻣدن داﺧﻠﻬﺎ وﺧﺎرﺟﻬﺎ,ﺣﯾث ﺑﻠﻐتاطوالﻫذﻩ اﻟﺷﺑﻛﺔأرﺑﻌﺔ ﻣﻠﯾﺎارت وﻓق ﻣﺗوﺳط أﺳﻌﺎر اﻟطرق 10 وﺛﻼﺛون أﻟف ﻛﯾﻠوﻣﺗرﻣن اﻟطرقاﻟﻣﻌﺑدة ﺑﺗﻛﻠﻔﺔ ﺗزﯾد ﻋن ﺧﻼل اﻟﻌﺷر ﺳﻧوات اﻟﻣﺎﺿﯾﺔ وﻻ ﺷك ﻓﻲ أن إﻧﺷﺎء ﻫذﻩ اﻟﺷﺑﻛﺔ اﻟﺿﺧﻣﺔ ﻫﻲ إﺣدى اﻟﺗﺣدﯾﺎت اﻟﺗﻲ ﺗم إﻧﺟﺎزﻫﺎ ﺑﻧﺟﺎح إﻻ أن ﻫذﻩ اﻟﺷﺑﻛﺔ ﺑدأت ﺗواﺟﻪ ﺗﺣدﯾﺎت ﺟدﯾدة ﻻ ﺗﻘل ﻋن ﺗﺣدﯾﺎت ﻣرﺣﻠﺔ اﻟﺗﻧﻔﯾذ أﻻ وﻫﻲ اﻟﻣﺣﺎﻓظﺔ ﻋﻠﻰ ﻫذﻩ اﻟﺷﺑﻛﺔ,ﺣﯾث ظﻬرت ﻋدة ﻋﯾوب ﺑﻬذﻩ اﻟطرق و أﺻﺑﺢ ﻣﻌﺿﻣﻬﺎ ﻣﺗﻬﺎﻟك ﺗﻣﺎﻣﺎوﻧظار ﻟﻐﯾﺎب ﺑارﻣﺞ اﻟﺻﯾﺎﻧﺔ ﺳواء أﻛﺎﻧت اﻟدورﯾﺔ أواﻟوﻗﺎﺋﯾﺔ ﻛﻣﺎ ﺳﺎﻫﻣت اﻟظروف اﻟﺑﯾﺋﯾﺔ واﻷﺣﻣﺎل اﻟﻣرورﯾﺔ اﻟازﺋدة ﻓﻰ ﺗردي اﻟﻛﺛﯾر ﻣن اﻟطرق وأﺻﺑﺣت ﻫذﻩ اﻟطرق ﺗﺣﺗﺎج اﻟﻰ إﻋﺎدة ﺗﺄﻫﯾل إﻣﺎ ﺑﺈازﻟﺔ اﻟرﺻف اﻟﻘدﯾم و ٕا ﻋﺎدة إﻧﺷﺎء ﻛﺎﻣل طﺑﻘﺎت اﻟرﺻف أوإازﻟﺔ طﺑﻘﺎت اﻟرﺻف اﻹﺳﻔﻠﺗﻲ و ٕا ﻋﺎدة إﻧﺷﺎؤﻫﺎ,وﻣن ﻫﻧﺎ ﺟﺎءت ﻓﻛرة إﻋداد ﻫذﻩ اﻟدارﺳﺔ وﻛﺎن اﻟﻬدف اﻷﺳﺎﺳﻲ ﻫو إﺟارء ﻣﻘﺎرﻧﺔ ﺑﯾن ﺗﻘﻧﯾﺎت إﻋﺎدة ﺗﺄﻫﯾل اﻟرﺻف اﻹﺳﻔﻠﺗﻲ واﻟﺗﻲ ﺗﺗﻣﺛل ﻓﻰ اﻟطرﯾﻘﺔ اﻟﺗﻘﻠﯾدﯾﺔ وطرﯾﻘﺔ إﻋﺎدةﺗدوﯾر ﻛﺎﻣل طﺑﻘﺎت اﻟرﺻف ﻋﻠﻰ اﻟﺑﺎرد ﺑﻣﺎﻓﻰ ذﻟك طﺑﻘﺔ اﻻﺳﺎس اﻟﺣﺑﯾﺑﻲ وﻗد ﺗﻣت اﻟﻣﻘﺎرﻧﺔ ﻣن اﻟﻣﻠﺧص واﻟﻣﺣﺗوﯾﺎت اﻟﻧواﺣﻲاﻟﺑﯾﺋﯾﺔ واﻹﻗﺗﺻﺎدﯾﺔ وﺧﻠﺻت ﻫذﻩ اﻟﻧﺗﺎﺋﺞ اﻟﻰ اﻧﻪ ﯾﻣﻛن ﺗﺧﻔﯾضﺗﻛﺎﻟﯾفإﻋﺎدة ﺗﺄﻫﯾل 3 اﻟرﺻفﺑﺎﺳﺗﺧدام ﺗﻘﻧﯾﺔ إﻋﺎدة اﻟﺗدوﯾر ﺣواﻟﻲ %ﻣﻘﺎرﻧﺔ ﺑﺗﻛﺎﻟﯾف إﻋﺎدة ﺗﺄﻫﯾل اﻟرﺻف 4 اﻹﺳﻔﻠﺗﻲﺑﺎﻟطرق اﻟﺗﻘﻠﯾدﯾﺔ ,ﻛﻣﺎ أناﺳﺗﺧدام ﺗﻘﻧﯾﺔ إﻋﺎدة اﻟﺗدوﯾرﻋﻠﻰ اﻟﺑﺎرد ﻟﻛﺎﻣل طﺑﻘﺎت اﻟرﺻف ﯾﻧﺗﺞ ﻋﻧﮭﺎ ﺗرﺷﯾد ﻓﻰ اﺳﺗﮭﻼك اﻟطﺎﻗﺔ وﻣواد اﻹﻧﺷﺎء وﺗﻘﻠل اﻟﺗﻠوث اﻟﺑﯾﺋﻲ ﻣﻘﺎرﻧﺔ ﺑﺎﻟطرﯾﻘﺔ اﻟﺗﻘﻠﯾدﯾﺔ ﻛل ﻫذﻩ اﻟﻣﻣﯾازت ﺑطرﯾﻘﺔ إﻋﺎدة اﻟﺗدوﯾر ﺗﺷﺟﻊ ﻓﻰ اﻟﺗوﺳﻊ ﻓﻲ اﺳﺗﺧداﻣﻬﺎ ﻓﻲ ﻣﺷﺎرﯾﻊ إﻋﺎدة ﺗﺄﻫﯾل اﻟرﺻف ﻓﻲ ﻟﯾﺑﯾﺎ.
ﻋﺒﺪاﻟﺴﻼم اﻟﺼﺎدق ﺳﻠﯿﻤﺎن (2013)
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Creation of Wind Velocity Contour Map to Calculate Design Wind Velocity for Libya

Abstract The new trend of development in Libya is building a more high rise buildings (tall buildings) in dense populated cities like Tripoli to limit the horizontal expansion of the cities.Therefore, an accurate estimation of wind load is an important factor for the design of such tall buildings.This research examines the effects of wind on the design of buildings, and explaining wind types dominating territory. The thesis main focus is analysing the wind data collected from 22 meteorological stations distributed around the country.The wind data analysis is carried out by using a probability distribution model that created an estimation of the design wind speed with a return period of 50 – year for each city’s station.The established wind speed is then used to create a design wind speed contour map for the entire country using special software.
محمد بشير أبوهدامة (2009)
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دراسة هيدرولوجية لحوض وادي الزغادنة

Abstract this study aims to investigate the hydrological cycle at wadi Zaghadnah basin in Tarhuna in terms of (rainfall-surface run-off-evaporation-infiltration) and estimation of the quantity of surface water , and to predict the maximum flood can happen in order to reduce hazardous to houses and farms that are found on my profile of the valley was the use of a series of years of readings rainfall and results have indicated to the fact that annual average rainfall was (238) mm, via using (Isohyetal method).The quantity of water which is supposed to be reserved in the dam was (1.94) million cubic meters. As for rain test, it was found that it is random and non-coherent. Having studied rain-wave relation through application of modelprediction statistical, it was deduced that it is not reliable to depend-upon in forecasting the expected rain. Results have indicated that total evaporation average to (2324.5)mm via using (CROPWAT) and average annual infiltration is (2065.17)mm, and post application of some statistic equations like probability log-Pearson Type ׀׀׀distribution and Gumbels distribution-plotting (25-50-100-1000), maximum possible amount (via using the aforesaid three methods) was found, but due to silt and likely erosion of soils as a result of flooding, silt amounts in Dom lake was estimated by using calculative equations was (5622)m³/year.
عيادة محمد ميلاد اليونسى (2012)
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