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194篇 您的检索式:作者名="Gabr M M"
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1Structural and Tectonic Evolution of El-Faiyum Depression,North Western Desert,Egypt Based on Analysis of Landsat ETM+,and SRTM Data显示文摘False color Landsat ETM+ (bands 7, 4, 2 in RGB) and SRTM images of the El-Faiyum depression, Egypt, highlights major NE-SW faults and other lineaments trending NW-SE and N-S. Airborne magnetic data reveal some E-W subsurface faults which are not recognized on Landsat ETM+ and SRTM images. Ratio images (5/7, 3/1, 4/3) and (5/7, 5/1, 4) were used for lithological discrimination of different rock types. The El-Faiyum area is occupied by sedimentary rocks of Middle Eocene, Upper Eocene, Oligocene, Lower Miocene, Pliocene, Pleistocene and Holocene. Understanding the structural regime of El-Faiyum depression in the Western Desert of Egypt is significant in relation to the neotectonics of the Nile Delta and to the development of new communities west of the delta. The area is covered by Late Cretaceous, Middle to Late Eocene deposits, Oligocene deposits (comprising fluviatile sediments and basalt sheets) and Pliocene and Quaternary alluvium and sand deposits. New geological and structural maps were prepared at a scale of 1 : 100 000 using Landsat ETM+ and SRTM images coupled with extensive field work. The major structural trends are E-W, ENE, NS and NW-the same trends observed elsewhere in North Africa from NW Sudan to NE Egypt including north and central Sinai. El-Faiyum depression is a structurally-controlled tectonic basin, marked by northeast-striking faults along its northern margin. These faults are parallel to similar faults of the Syrian arc fold belt, which includes a group of related faults, folds, push-up structures, and basins. Qarun Lake is located in the northern part of El-Faiyum depression, at a right-step between two strands of the NE striking fault system. We have suggested elsewhere that El-Faiyum depression is a pull-apart basin related to extension between these mismatched strands of strike-slip faults. The E-W structures are probably related to the relative motion between south Europe and north Egypt and closure of the Neotethys. The continuation of these faults in the present area is only detected from magnetic and seismic studies. The question that needs to be raised is why these old structural features have been reactivated in recent times. Thus, the presence of these fault zones must be heeded in all development plans for El-Faiyum region.Timothy M Kusky Talaat M Ramadan Mahmoud M Hassaan Safwat Gabr 2011Journal of Earth Science2011,22,1:3
2Numerical Analysis of Geosynthetic-reinforced and Pile-supported Earth Platforms over Soft Soil显示文摘HAN J GABR M A 2002Journal of Geotechnical and Geoenvironmental Engineering2002,128,1:1
3Numerical analysis of geosynthetic- reinforced and pile-supported earth platforms over soft soil 显示文摘Han J Gabr M 2002Journal of Geotechnical and Geoenvironmental Engineering2002,128,1:1
4Evaluation of water hyacinth as feed for ruminants显示文摘Abdelhamid A M Gabr A A 1991Archives of Animal Nutrition1991,41,78:1
5Numerical Analysis of Geosynthetic-Reinforced and Pile-Supported Earth Platforms over Soft Soil 显示文摘Han J Gabr M A 2002Journal of Geotechnical and Geoenvironmental Engineering2002,128,1:1
6LTBASE: A computer program for analysis of laterally loaded piers including base and slope effects 显示文摘GABR M A BORDEN R H 1988Transportation Research Record1988,1169,:1
7Lateral load analysis of piers constructed on slopes 显示文摘GABR M A BORDEN R H 1990Journal of Geotechnical Engineering ASCE1990,116,12:1
8Thermal and mechanical properties of eleetrospun nano-celullose reinforced epoxy nanocomposites 显示文摘GABR M H PHONG N T OKUBO K 2014Polymer Testing2014,37,:1
9Compressibility Parameters of Municipal Solid Waste with Leachate Recirculation显示文摘Hossain M S Gabr M A Barlaz M A 2003Journal of Geotechnical and Geoenvironmental Engineering ASCE2003,129,12:1
10Relationship of compressibility parameters to municipal solid waste decomposition显示文摘Hossain M S Gabr M A Barlaz M A 2003Journal of Geotechnical and Geoenvironmental Engineering2003,129,12:1
11Solid leaehate recirculation显示文摘GABR M A HOSSAIN waste settlement with Geotechnicai News 2000 M S BARLAZ M A 200018(2): 50 - 552000,18,2:1
12Numerical analysis of geosyntheticrein- forced and pile-supported earth platforms over soft soil 显示文摘HAN J GABR M A 2002Journal of Geotechnical and Geoenvironmental Engineering ASCE2002,128,1:1
13A numerical study of load transfer mechanisms in geosynthetic reinforced and pile supported embankments over soft soil显示文摘HAN J GABR M A 2002Journal of Geotechnieal and Geoenvironmental Engineering2002,128,1:1
14Numerical Analysis of Geosynthetic-reinforced and Pile-supported Earth Platforms over Soft Soil显示文摘Han J Gabr M A 2002Journal of Geotechnical and Geoenvironmental Engineering2002,128,1:1
15Numerical analysis of geosyntheticreinforced and pile-supported earth platforms over soft soil显示文摘Han J Gabr M A 2002Journal of Geotechnical and Geoenviornmental Engineering2002,128,1:1
16Buckling of piles with general power distribution of lateral subgrade reaction显示文摘Gabr M A Wang J J Zhao M H 1997Journal of Geotechnical and Geoenvironmental Engineering1997,,2:1
17Geosynthetic Reinforecement for Soft Foundation:US Perspectives显示文摘GABR M HAN J 2005International Perspective on Soil Reinforcement Application ASCE Geotechnical Special Publication2005,141,5:1
18Incidence of liver roxicity in HIV2 infected patients receiving isolated dual nucleo side analogue antitreroviral therapy显示文摘Gabr iella V Leonardo C Roberto M 2003JA IDS2003,33,4:1
19Canine ureteral replacement with long acellular matrix tube:is it clinically applicable显示文摘Osman Y Shokeir A Gabr M 0,,03:1
20Numerical analysis of geosynthetic-reinforced and pile-supported earth platforms over soft soil显示文摘Han J Asce M Gabr M A 2002Journal of Geotechnical and Geoenvironment Engineering2002,128,1:1
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