المؤلفون: Anji Al-Bayati, Mohammed AL-Neami, Falah Rahil

المصدر: Engineering and Technology Journal, Vol 41, Iss 11, Pp 1298-1308 (2023)

مصطلحات موضوعية: numerical study, under-reamed pile homogeneous clay, pullout load, failure mechanism, Science, Technology

وصف الملف: electronic resource

Relation: https://etj.uotechnology.edu.iq/article_180185_4c685a706e99966ccae80f96a4c584a3.pdf; https://doaj.org/toc/1681-6900; https://doaj.org/toc/2412-0758

URL الوصول: https://doaj.org/article/d7ff666cdfd34327a954783e4b0b8caf

المؤلفون: Khalid R. Aljanabi, Osamah M. AL-Azzawi

المصدر: International Journal of Geo-Engineering, Vol 12, Iss 1, Pp 1-18 (2021)

مصطلحات موضوعية: Maximum wall deflection, Braced excavation, Homogeneous clay, Neural network, Forecasting, Hydraulic engineering, TC1-978

وصف الملف: electronic resource

Relation: https://doaj.org/toc/2092-9196; https://doaj.org/toc/2198-2783

URL الوصول: https://doaj.org/article/3d6713c5d9ed41219bdbe2df76c18427

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المؤلفون: Ouahab, Mohamed Younes^Aff6, Mabrouki, Abdelhak^Aff6, Mellas, Mekki^Aff6, Benmeddour, Djamel^Aff6

المساهمون: di Prisco, Marco, Series Editor^Aff1, Chen, Sheng-Hong, Series Editor^Aff2, Solari, Giovanni, Series Editor^Aff3, Vayas, Ioannis, Series Editor^Aff4, Pradhan, Biswajeet, editor^Aff5

المصدر: GCEC 2017 : Proceedings of the 1st Global Civil Engineering Conference. 9:1265-1271

المؤلفون: Aljanabi, Khalid R.^Aff1, AL-Azzawi, Osamah M.

المصدر: International Journal of Geo-Engineering. 12(1)

المؤلفون: Ouahab, Mohamed Younes^{Aff1, Aff2}, Mabrouki, Abdelhak, Frank, Roger, Mellas, Mekki, Benmeddour, Djamel

المصدر: Geotechnical and Geological Engineering: An International Journal. 38(2):1733-1745

المؤلفون: Serdarević, Edin

المساهمون: Soldo, Božo

مصطلحات موضوعية: nedrenirana čvrstoća, undrained strength, degree of overconsolidation, TEHNIČKE ZNANOSTI. Građevinarstvo. Geotehnika, jednoosna tlačna čvrstoća, troosni uređaj, laboratory vane probe, OCR, homogena glina, TECHNICAL SCIENCES. Civil Engineering. Geotechnology, stupanj prekonsolidacije, triaxial device, uniaxial compressive strength, laboratorijska krilna sonda, homogeneous clay

وصف الملف: application/pdf

URL الوصول: https://explore.openaire.eu/search/publication?articleId=od______3702::3c578fe579998e7cc131c0e740a5e02b
https://repozitorij.unin.hr/islandora/object/unin:5910/datastream/PDF

المؤلفون: Ouahab, Mohamed Younes^Aff1, Mabrouki, Abdelhak^Aff1, Mellas, Mekki^Aff1, Benmeddour, Djamel^Aff1

المصدر: Transportation Infrastructure Geotechnology. 5(2):169-186

المؤلفون: Osamah M. AL-Azzawi, Khalid R. Aljanabi

المصدر: International Journal of Geo-Engineering, Vol 12, Iss 1, Pp 1-18 (2021)

مصطلحات موضوعية: business.industry, Computer Science::Neural and Evolutionary Computation, Hydraulic engineering, Structural engineering, Geotechnical Engineering and Engineering Geology, Neural network, Finite element method, Brace, Bracing, Homogeneous clay, Shear strength (soil), Mechanics of Materials, Position (vector), Lateral earth pressure, Deflection (engineering), Physics::Space Physics, Sensitivity (control systems), TC1-978, business, Braced excavation, Geology, Maximum wall deflection, Forecasting, Energy (miscellaneous)

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::47064001ec3150e298596eca143bdcea
https://doi.org/10.1186/s40703-021-00158-z

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