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

العلاقة: https://etj.uotechnology.edu.iq/article_180185_4c685a706e99966ccae80f96a4c584a3.pdfTest; https://doaj.org/toc/1681-6900Test; https://doaj.org/toc/2412-0758Test

الوصول الحر: https://doaj.org/article/d7ff666cdfd34327a954783e4b0b8cafTest

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

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

الوصول الحر: https://doaj.org/article/3d6713c5d9ed41219bdbe2df76c18427Test

المؤلفون: Reddy, P. Rajashekar, Reddy, G.V.N., Reddy, E. Saibaba

المصدر: Indian Journal of Geosynthetics and Ground Improvement 8(2):8-16. 2019

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

الوصول الحر: https://explore.openaire.eu/search/publication?articleId=od______3702::3c578fe579998e7cc131c0e740a5e02bTest
https://repozitorij.unin.hr/islandora/object/unin:5910/datastream/PDFTest

المؤلفون: Serdarević, Edin

المساهمون: Soldo, Božo

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

وصف الملف: application/pdf

العلاقة: https://repozitorij.unin.hr/islandora/object/unin:5910Test; https://urn.nsk.hr/urn:nbn:hr:122:682376Test; https://repozitorij.unin.hr/islandora/object/unin:5910/datastream/PDFTest

الإتاحة: https://repozitorij.unin.hr/islandora/object/unin:5910Test
https://urn.nsk.hr/urn:nbn:hr:122:682376Test
https://repozitorij.unin.hr/islandora/object/unin:5910/datastream/PDFTest

المؤلفون: Rajyalakshmi, K.¹, Madhav, Madhira R.^{2, 4}, Ramu, K.³

المصدر: Indian Journal of Geosynthetics and Ground Improvement 1(1):11-19. 2012

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)

الوصول الحر: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::47064001ec3150e298596eca143bdceaTest
https://doi.org/10.1186/s40703-021-00158-zTest

المؤلفون: Ouahab, Mohamed Younes, Mabrouki, Abdelhak, Frank, Roger, Mellas, Mekki, Benmeddour, Djamel

المساهمون: Université Mohamed Khider de Biskra (BISKRA), Laboratoire Navier (navier umr 8205), Institut Français des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR)-École des Ponts ParisTech (ENPC)-Centre National de la Recherche Scientifique (CNRS)

المصدر: ISSN: 0960-3182.

مصطلحات موضوعية: Bearing capacity, Cohesion, Non-homogeneous clay, Rigid base, Failure envelope, [PHYS.MECA.MEMA]Physics [physics]/Mechanics [physics]/Mechanics of materials [physics.class-ph]

العلاقة: hal-04460967; https://hal.science/hal-04460967Test

الإتاحة: https://doi.org/10.1007/s10706-019-01127-1Test
https://hal.science/hal-04460967Test

المؤلفون: Adela KOVÁCS