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14篇 您的检索式:作者名="ALTAEE A"
    题名 作者 年代 出处 被引量
1A conceptual design of low fouling and high recovery FO-MSF desalination plant显示文摘Altaee A Zaragoza G 2014Desalination2014,343,5:1
2O-cell testing and FE analysis of 28m-deep barrette in Manila, Philippines 显示文摘Fellenius B H Altaee A Kulesza R 1999Journal of Geotechnical and Geoenvironmental Engineering1999,125,7:1
3Axial load transfer for piles in sand(1):Tests on an instrumented precast pile显示文摘Altaee A Fellenlus B H Evgin E 0,,01:1
4Load transfer for piles in sand and the critical depth显示文摘Altaee A Fellenlus B H Evgin E 0,,03:1
5High recovery rate NF-FO-RO hybrid system for inland brackish water treatment显示文摘Altaee A Hilal N 2014Desalination2014,363,:1
6Comparison between Forward Osmosis-Reverse Osmosis and Reverse Osmosis processes for seawater desalination 显示文摘A Altaee G Zaragoza H R V Tonningen 2014Clean Technologies and Environmental Policy2014,33,6:1
7Load transfer for piles in sand and the critical depth显示文摘ALTAEE A FELLENIUS B H EVGIN E 1993Canadian Geotechnieal Journal1993,30,:1
8Forward osmosis pretreatment of seawater to thermal desalination:High temperature FO-MSF/MED hybrid system显示文摘Altaee A Mabrouk A K Bourouni 2014Desalination2014,339,3:1
9Alternative design to dual stage NF seawater desalination using high rejection brackish water membranes 显示文摘A Altaee A O Sharif 2011De- salination2011,273,13:1
10A novel forward osmosis membrane pretreatment of seawater for thermal desalination processes显示文摘Altaee A Mabrouk A Bonrouni K 2013Desalination2013,326,:1
11A novel Forward osmosis membrane pretreatment of seawater for thermal desalination processes 显示文摘A Altaee A Mabrouk K Bourouni 2013Desalination2013,32,6:1
12Load transfer for piles in sand and the critical depth显示文摘ALTAEE A FELLEN1US B H EVGIN E 1993Canadian Geotechnical Journal1993,30,3:1
13Critical depth: How it came into being and why it does not exist显示文摘FELLENIUS B H ALTAEE A A 1995Geotechnical Engineering1995,113,2:1
14Load transfer for piles in sand and the critical depth 显示文摘ALTAEE A FELLENIUS B H EVG1N E 1993Canadian Geotechnical Journal1993,30,3:1
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