المؤلفون: Huzhu Zhang, Aolin Luo, Lijuan Sun

المصدر: Scientific Reports, Vol 14, Iss 1, Pp 1-18 (2024)

مصطلحات موضوعية: Magnesium chloroxylate cement stabilized crushed stone, Pavement subgrade, Proportion design, Unconfined compressive strength, Water resistance enhancement method, Response surface method, Medicine, Science

وصف الملف: electronic resource

Relation: https://doaj.org/toc/2045-2322

URL الوصول: https://doaj.org/article/c928965663e84c619fed16a874280a6d

المؤلفون: Abrar Ahmed, Magdi El-Emam, Naveed Ahmad, Mousa Attom

المصدر: Geosciences, Vol 14, Iss 6, p 151 (2024)

مصطلحات موضوعية: sugarcane bagasse ash (SBA), agricultural waste, lime, clay soil, CBR, pavement subgrade, Geology, QE1-996.5

وصف الملف: electronic resource

Relation: https://www.mdpi.com/2076-3263/14/6/151; https://doaj.org/toc/2076-3263

URL الوصول: https://doaj.org/article/77f1368620334850a4dbee854941b2dc

المؤلفون: Gang Zhang, Syed Taseer Abbas Jaffar, Jahanzaib Israr, Muneeb Atta, Turab Jafri

المصدر: Frontiers in Earth Science, Vol 11 (2023)

مصطلحات موضوعية: expansive soil, tensile stress model, volumetric deformation, crack progression, pavement subgrade, lightweight structures, Science

وصف الملف: electronic resource

Relation: https://www.frontiersin.org/articles/10.3389/feart.2023.1282776/full; https://doaj.org/toc/2296-6463

URL الوصول: https://doaj.org/article/4297a37f0f0e45ff802abb2ae92f7f37

المؤلفون: Gang Zhang, Syed Taseer Abbas Jaffar, Jahanzaib Israr, Muneeb Atta, Turab Jafri

المصدر: Frontiers in Earth Science, Vol 11 (2023)

مصطلحات موضوعية: expansive soil, tensile stress model, volumetric deformation, crack progression, pavement subgrade, lightweight structures, Science

وصف الملف: electronic resource

Relation: https://www.frontiersin.org/articles/10.3389/feart.2023.1192406/full; https://doaj.org/toc/2296-6463

URL الوصول: https://doaj.org/article/0d108a377554464a9ece56c70284e756

المؤلفون: Pascoal, Paula Taiane, Sagrilo, Amanda Vielmo, Baroni, Magnos, Specht, Luciano Pivoto, Pereira, Deividi da Silva

المصدر: Soils and Rocks. January 2021 44(4)

مصطلحات موضوعية: Lateritic soil, Pavement subgrade, Undisturbed samples, Resilient modulus

وصف الملف: text/html

URL الوصول: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2675-54752021000400401

المؤلفون: Vishweshwaran M, Evangelin Ramani Sujatha

المصدر: Polymers; Volume 14; Issue 14; Pages: 2850

مصطلحات موضوعية: biopolymer, geotechnical, pavement subgrade stabilization

وصف الملف: application/pdf

Relation: Polymer Networks; https://dx.doi.org/10.3390/polym14142850

الاتاحة: https://doi.org/10.3390/polym14142850

المؤلفون: Mataramba Kankanamge, Kasun, Gallage, Chaminda, Xue, Jianfeng, Lee, Jeffrey

المساهمون: Steyn, Wynand JvdM, Wang, Zhixin, Holleran, Glynn

المصدر: Transportation Infrastructure Engineering, Materials, Behavior and Performance - Proceedings of the 6th GeoChina International Conference on Civil and Transportation Infrastructures: From Engineering to Smart and Green Life Cycle Solutions, 2021

مصطلحات موضوعية: Pavement Engineering, Unsaturated soil, Pavement subgrade, subgrade assessment, In-situ subgrade assessment

وصف الملف: application/pdf

Relation: https://eprints.qut.edu.au/211869/1/SUCI_D_20_00625_Full_Paper_R2.pdf; https://rdcu.be/dkH1w; Mataramba Kankanamge, Kasun, Gallage, Chaminda, Xue, Jianfeng, & Lee, Jeffrey (2021) Assessment of the Pavement Subgrade Using Different In-situ Testing Methods. In Steyn, Wynand JvdM, Wang, Zhixin, & Holleran, Glynn (Eds.) Transportation Infrastructure Engineering, Materials, Behavior and Performance - Proceedings of the 6th GeoChina International Conference on Civil and Transportation Infrastructures: From Engineering to Smart and Green Life Cycle Solutions, 2021. Springer, Switzerland, pp. 166-175.; https://eprints.qut.edu.au/211869/; Centre for a Waste Free World; Centre for the Environment; Faculty of Science; Faculty of Engineering; School of Civil & Environmental Engineering

الاتاحة: https://eprints.qut.edu.au/211869/

المؤلفون: Gunasekara Jayalath, Chamara Prasad, Gallage, Chaminda

المساهمون: Hossain, Z., Smith, J.V.

المصدر: Proceedings of the 10th International Conference - Geomate 2020: Geotechnique, Construction Materials and Environment

مصطلحات موضوعية: Vertical stress in soil, Geotechnical Instrumentation, Pavement subgrade, Soil pressure transducers

وصف الملف: application/pdf

Relation: https://eprints.qut.edu.au/206608/1/72580180_paper.pdf; Gunasekara Jayalath, Chamara Prasad & Gallage, Chaminda (2020) A laboratory method for accurate calibration of strain-gauge type soil pressure transducers. In Hossain, Z. & Smith, J.V. (Eds.) Proceedings of the 10th International Conference - Geomate 2020: Geotechnique, Construction Materials and Environment. The GEOMATE International Society, Japan, pp. 290-294.; https://eprints.qut.edu.au/206608/; Science & Engineering Faculty; School of Civil & Environmental Engineering

الاتاحة: https://eprints.qut.edu.au/206608/

المؤلفون: Ghorbani, Behnam, Arulrajah, Arul, Narsilio, Guillermo, Horpibulsuk, Suksun, Bo, Myint Win

مصطلحات موضوعية: 4005 Civil engineering, Institute for Sustainable Industries and Liveable Cities, Pavement subgrade, Resilient modulus, Genetic algorithm, Optimized neural network, Hybrid

وصف الملف: text

Relation: https://vuir.vu.edu.au/45163/; https://vuir.vu.edu.au/45163/1/Ep45163.pdf; https://doi.org/10.1016/j.sandf.2020.02.010; Ghorbani, Behnam orcid:0000-0002-8651-4402 , Arulrajah, Arul orcid:0000-0003-1512-9803 , Narsilio, Guillermo orcid:0000-0003-1219-5661 , Horpibulsuk, Suksun orcid:0000-0003-1965-8972 and Bo, Myint Win (2020) Development of genetic-based models for predicting the resilient modulus of cohesive pavement subgrade soils. Soils and Foundations, 60 (2). pp. 398-412. ISSN 0038-0806

الاتاحة: https://vuir.vu.edu.au/45163/
https://www.sciencedirect.com/science/article/pii/S003808062033554X?via%3Dihub
https://doi.org/10.1016/j.sandf.2020.02.010
https://vuir.vu.edu.au/45163/1/Ep45163.pdf

المؤلفون: Vaishali, Monu Kumar, Ali Akbar

مصطلحات موضوعية: Industrial waste, soil, pavement, subgrade, marble dust, rutting, CBR

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::80adfcdab0dc617f2fa0ab7d745f89c7

المؤلفون: Rajni Vikal, Monu Kumar, Ali Akbar

مصطلحات موضوعية: waste, soil, pavement, subgrade, ceramic dust, CBR, UCS, stabilization

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::128089af79a9fbecacc373a4ae709a07

المؤلفون: Jiasheng Zhu, Mohammad Saberian Boroujeni, Jie Li, Syed Tariq Maqsood, Wei Yang

مصطلحات موضوعية: Civil engineering not elsewhere classified, Resources engineering and extractive metallurgy not elsewhere classified, Expansive soil, Freeze-thaw cycles, PET plastic waste, Pavement subgrade layer

Relation: 10779/rmit.27574431.v1

الاتاحة: https://figshare.com/articles/journal_contribution/Performance_of_clay_soil_reinforced_with_PET_plastic_waste_subjected_to_freeze-thaw_cycles_for_pavement_subgrade_application/27574431

المؤلفون: Demeke, Ayenew Yihune, Sachpazis, Constantine I., Assefa, Eleyas, Pantelidis, Lysandros

مصطلحات موضوعية: Resilient modulus, Pavement subgrade, Constitutive models, Curve fitting, Civil Engineering, Engineering and Technology

Relation: Modeling Earth Systems and Environment, 2023; https://hdl.handle.net/20.500.14279/29776; 2-s2.0-85148369747; https://api.elsevier.com/content/abstract/scopus_id/85148369747

الاتاحة: https://hdl.handle.net/20.500.14279/29776
https://doi.org/10.1007/s40808-023-01735-0
https://api.elsevier.com/content/abstract/scopus_id/85148369747

المؤلفون: Maryam Olawuyi, Ianna Kanyi, Paul Terkumbur Adeke

المساهمون: Mühendislik Fakültesi

المصدر: Volume: 5, Issue: 2 65-77
Aksaray University Journal of Science and Engineering

مصطلحات موضوعية: Surface (mathematics), Environmental Engineering, Resilience Modulus, Mühendislik, Pavement Distress, Subgrade, California Bearing Ratio (CBR), Industrial and Manufacturing Engineering, Load bearing, Highway Pavement, Engineering, Correlation analysis, Geotechnical engineering, Subgrade Soil, Geology, Highway Pavement,Subgrade soil,California Bearing Ratio (CBR),Resilience Modulus,Pavement distress

وصف الملف: application/pdf

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::67dba93c4b829937fe735a55870c4585
https://doi.org/10.29002/asujse.866010

المؤلفون: Andrzej Pożarycki

المصدر: Journal of Civil Engineering and Management, Vol 22, Iss 3 (2016)

مصطلحات موضوعية: subgrade, crushed aggregate base course, pavement management systems, stiff plate bearing test simulation, FWD static pavement deflections, pavement subgrade and base course condition, Building construction, TH1-9745

وصف الملف: electronic resource

Relation: http://journals.vgtu.lt/index.php/JCEM/article/view/1309; https://doaj.org/toc/1392-3730; https://doaj.org/toc/1822-3605

URL الوصول: https://doaj.org/article/6cc2ffa251ce4661921dd3b6f61614fa

المؤلفون: M, Vishweshwaran, Sujatha, Evangelin Ramani

المصدر: Polymers
Volume 14
Issue 14
Pages: 2850

مصطلحات موضوعية: geotechnical, pavement subgrade stabilization, Polymers and Plastics, biopolymer, General Chemistry

وصف الملف: application/pdf

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7499ba8c1c94fc2ea0b8cbff43a150b6
https://pubmed.ncbi.nlm.nih.gov/35890626

المؤلفون: Salpadoru Tholkamudalige Perera, Mohammad Saberian Boroujeni, Jiasheng Zhu, Rajeev Roychand, Jie Li

مصطلحات موضوعية: Civil engineering not elsewhere classified, Crushed glass, Expansive soils, Mechanical and microstructural properties, Pavement subgrade, Soil stabilization

Relation: 10779/rmit.27558357.v1; https://figshare.com/articles/journal_contribution/Effect_of_crushed_glass_on_the_mechanical_and_microstructural_behavior_of_highly_expansive_clay_subgrade/27558357

الاتاحة: https://figshare.com/articles/journal_contribution/Effect_of_crushed_glass_on_the_mechanical_and_microstructural_behavior_of_highly_expansive_clay_subgrade/27558357

المؤلفون: Paula Taiane Pascoal, Magnos Baroni, Luciano Pivoto Specht, Amanda Vielmo Sagrilo, Deividi da Silva Pereira

المصدر: Soils and Rocks, Volume: 44, Issue: 4, Article number: e2021071321, Published: 26 NOV 2021

مصطلحات موضوعية: Field (physics), Pavement subgrade, Compaction, Environmental science, Resilient modulus, Geotechnical engineering, Lateritic soil, Undisturbed samples, Geotechnical Engineering and Engineering Geology, Energy (signal processing)

وصف الملف: text/html

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0a8eb715f60b72bc9e14e66ca9c3139b
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2675-54752021000400401&lng=en&tlng=en

المؤلفون: Han, Zhong

مصطلحات موضوعية: Shear strength, Pavement subgrade, Resilient modulus, Unsaturated soil, Prediction, Stiffness

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_________::7e2e713c0bc34cabbb34ef1c31746b1b

المؤلفون: Chai, Gary, van Staden, Rudi, Loo, Y-C

مصطلحات موضوعية: 0905 Civil Engineering, College of Science and Engineering, pavement subgrade, falling weight deflectometer, dynamic cone penetrometer, stiffness modulus, compaction density, CIRCLY5

Relation: https://vuir.vu.edu.au/31275/; Chai, Gary, van Staden, Rudi orcid:0000-0002-7339-7702 and Loo, Y-C (2015) In Situ Assessment of Pavement Subgrade Using Falling Weight Deflectometer. Journal of Testing and Evaluation, 43 (1). 140 - 148. ISSN 0090-3973

الاتاحة: https://vuir.vu.edu.au/31275/
https://doi.org/10.1520/JTE20130149