المؤلفون: Zina Mikhael Dawood, Zena Hadi Alqaissi

المصدر: Journal of Engineering, Vol 30, Iss 06 (2024)

مصطلحات موضوعية: Date-Palm fiber, Optimum moisture content, Dry unit weight, Unconfined compressive strength, Engineering (General). Civil engineering (General), TA1-2040

وصف الملف: electronic resource

العلاقة: https://joe.uobaghdad.edu.iq/index.php/main/article/view/2658Test; https://doaj.org/toc/1726-4073Test; https://doaj.org/toc/2520-3339Test

الوصول الحر: https://doaj.org/article/a2accff1fbcb4c2492f396f49963d8b4Test

المؤلفون: Shiren Ahmed

المصدر: Port Said Engineering Research Journal, Vol 27, Iss 3, Pp 32-38 (2023)

مصطلحات موضوعية: pet fibers, dry unit weight, ecosystem, ultrasonic pulse velocity, slump, Engineering (General). Civil engineering (General), TA1-2040

وصف الملف: electronic resource

العلاقة: https://pserj.journals.ekb.eg/article_309546_fe52ccebc15df68fae8f3e3a7ccae06d.pdfTest; https://doaj.org/toc/1110-6603Test; https://doaj.org/toc/2536-9377Test

الوصول الحر: https://doaj.org/article/efb14c661b794fc28daff5ebfe858d16Test

المؤلفون: O'Kelly, Brendan

مصطلحات موضوعية: Soil activity, Specific gravity ratio, Maximum dry unit weight, Optimum water content, Compaction, Artificially cemented fine-grained soil, Tire-derived aggregate, Smart & Sustainable Planet, CEMENT, GEOTECHNICAL ENGINEERING, Geotechnics, MODELING, MODELLING, SOIL MODIFICATION, Soil Mechanics, Soil Mechanics & Foundations, Waste tires, geotechnical, specific gravity, waste tyres

العلاقة: Transportation Infrastructure Geotechnology; 10; 3; Soltani A., Nguyen D.T.D., O'Kelly B.C. and Taheri A., Predicting the Compactability of Artificially Cemented Fine?Grained Soils Blended with Waste?Tire?Derived Aggregates, Transportation Infrastructure Geotechnology, 10, 3, 2023, 365 - 390; Y; http://hdl.handle.net/2262/104383Test; http://people.tcd.ie/bokellyTest; 237659; https://doi.org/10.1007/s40515-021-00214-2Test; orcid:0000-0002-1343-4428

الإتاحة: https://doi.org/10.1007/s40515-021-00214-2Test
http://hdl.handle.net/2262/104383Test
http://people.tcd.ie/bokellyTest

المؤلفون: O'Kelly, Brendan

مصطلحات موضوعية: Energy conversion, Maximum dry unit weight, Optimum water content, Compaction energy level, Fine-grained soil, Smart & Sustainable Planet, COMPACTION, GEOTECHNICAL ENGINEERING, Geotechnics, SOIL PROPERTIES, Soil Mechanics, Soil Mechanics & Foundations, compactive effort, compactive energy, fine grained soil, geotechnical, soil improvement

وصف الملف: 12 (article 101096)

العلاقة: Transportation Geotechnics; 42; Soltani A., Azimi M., O'Kelly B.C. and Horpibulsuk S., Converting optimum compaction properties of fine-grained soils between rational energy levels, Transportation Geotechnics, 42, 2023, 12 (article 101096); Y; http://hdl.handle.net/2262/103864Test; http://people.tcd.ie/bokellyTest; 258641; https://doi.org/10.1016/j.trgeo.2023.101096Test; orcid:0000-0002-1343-4428

الإتاحة: https://doi.org/10.1016/j.trgeo.2023.101096Test
http://hdl.handle.net/2262/103864Test
http://people.tcd.ie/bokellyTest

المؤلفون: Soltani, Amin, Azimi, Mahdieh, O'Kelly, Brendan, Horpibulsuk, Suksun

مصطلحات موضوعية: 4005 Civil engineering, Compaction energy level, Energy conversion, Fine-grained soil, Maximum dry unit weight, Optimum water content

العلاقة: Transportation Geotechnics Vol. 42, no. (2023), p.; http://researchonline.federation.edu.au/vital/access/HandleResolver/1959.17/197613Test; vital:18924; https://doi.org/10.1016/j.trgeo.2023.101096Test

الإتاحة: https://doi.org/10.1016/j.trgeo.2023.101096Test
http://researchonline.federation.edu.au/vital/access/HandleResolver/1959.17/197613Test

المؤلفون: Soltani, Amin, Nguyen, Duc, O’Kelly, Brendan, Taheri, Abbas

مصطلحات موضوعية: 4005 Civil engineering, Artificially cemented fine-grained soil, Compaction, Maximum dry unit weight, Optimum water content, Soil activity, Specific gravity ratio, Tire-derived aggregate

العلاقة: Transportation Infrastructure Geotechnology Vol. 10, no. 3 (2023), p. 365-390; http://researchonline.federation.edu.au/vital/access/HandleResolver/1959.17/192215Test; vital:17975; https://doi.org/10.1007/s40515-021-00214-2Test

الإتاحة: https://doi.org/10.1007/s40515-021-00214-2Test
http://researchonline.federation.edu.au/vital/access/HandleResolver/1959.17/192215Test

المؤلفون: A.N. Mohammed, A.A. Khalil

المصدر: International Journal of Applied Mechanics and Engineering, Vol 26, Iss 4, Pp 167-178 (2021)

مصطلحات موضوعية: swell pressure, swelling soil, bearing capacity, water content, dry unit weight, Mechanical engineering and machinery, TJ1-1570

وصف الملف: electronic resource

العلاقة: https://www.ijame-poland.com/Experimental-Study-of-Bearing-Capacity-Effect-in-Swelling-Soil,166746,0,2.htmlTest; https://doaj.org/toc/1734-4492Test; https://doaj.org/toc/2353-9003Test

الوصول الحر: https://doaj.org/article/656b97b7d7324319abf988e3e894a54eTest

المؤلفون: Nwaiwu, Charles M. O., Mezie, Ethelbert O.

المصدر: Soils and Rocks. January 2021 44(1)

مصطلحات موضوعية: Compaction, Compactive effort, Lateritic soils, Fines content-sand content ratio, Maximum dry unit weight, Optimum moisture content

وصف الملف: text/html

الوصول الحر: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2675-54752021000100404Test

المؤلفون: Alzabeebee , Saif, Mohamad, Safaa A., Al Hamd, Rwayda Kh.S.

المصدر: Alzabeebee , S , Mohamad , S A & Al Hamd , R K S 2022 , ' Surrogate models to predict maximum dry unit weight, optimum moisture content and California bearing ratio form grain size distribution curve ' , Road Materials and Pavement Design , vol. 23 , no. 12 , pp. 2733-2750 . https://doi.org/10.1080/14680629.2021.1995471Test

مصطلحات موضوعية: Maximum dry unit weight, Optimum moisture content, California bearing ratio, Evolutionary computing, Gain size distribution

وصف الملف: application/pdf

العلاقة: https://rke.abertay.ac.uk/en/publications/1f06a881-d831-46df-8448-02312b37088eTest

الإتاحة: https://doi.org/10.1080/14680629.2021.1995471Test
https://rke.abertay.ac.uk/en/publications/1f06a881-d831-46df-8448-02312b37088eTest
https://rke.abertay.ac.uk/ws/files/49505272/AlHamd_SurrogateModelsToPredictMaximumDryUnitWeight_Accepted_2021.pdfTest

المؤلفون: O'Kelly, Brendan

مصطلحات موضوعية: Soil, Optimum moisture content, Maximum dry unit weight, Smart & Sustainable Planet, COMPACTION, GEOTECHNICAL ENGINEERING, Geotechnics, SOIL MODIFICATION, SOIL PROPERTIES, Soil Mechanics, Soil Mechanics & Foundations, geotechnical

العلاقة: Proceedings of the Institution of Civil Engineers ? Geotechnical Engineering; 175; Di Matteo L., Spagnoli G., Soltani A., Azimi M. and O?Kelly B.C., Discussion: Predicting compaction properties of soils at different compaction efforts, Proceedings of the Institution of Civil Engineers ? Geotechnical Engineering, 175, 5, 2022, 549 - 552; Y; http://hdl.handle.net/2262/101503Test; http://people.tcd.ie/bokellyTest; 244131; https://doi.org/10.1680/jgeen.22.00053Test; orcid:0000-0002-1343-4428

الإتاحة: https://doi.org/10.1680/jgeen.22.00053Test
http://hdl.handle.net/2262/101503Test
http://people.tcd.ie/bokellyTest