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1دورية أكاديمية
المؤلفون: Houhou, Mohamed Nabil, Amari, Tamir, Belounar, Abderahim
المصدر: World Journal of Engineering, 2022, Vol. 21, Issue 1, pp. 71-90.
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2دورية أكاديمية
المؤلفون: Samarakoon, Radhavi A, McCartney, John S
مصطلحات موضوعية: Civil Engineering, Engineering, Resources Engineering and Extractive Metallurgy, Thermal drain, Thermo-mechanical behavior, Constitutive model, Ground improvement, Soft clay, Interdisciplinary Engineering, Geological & Geomatics Engineering, Civil engineering, Resources engineering and extractive metallurgy
الوصول الحر: https://escholarship.org/uc/item/4t06h4dmTest
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3دورية أكاديمية
المؤلفون: Ferchat, Abdelkrim, Houhou, Mohamed Nabil, Benmebarek, Sadok
المصدر: World Journal of Engineering, 2020, Vol. 18, Issue 3, pp. 397-406.
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4دورية أكاديمية
المؤلفون: Ying, Hong-Wei, Cheng, Kang, Zhang, Li-Sha, Ou, Chang-Yu, Yang, Yong-Wen
المصدر: Engineering Computations, 2020, Vol. 37, Issue 6, pp. 1993-2016.
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5
المؤلفون: Masoud Tavakolipour
المصدر: Acta Geodynamica et Geomaterialia. :429-436
مصطلحات موضوعية: Geophysics, Materials science, Soft clay, engineering, Geology, Composite material, engineering.material, Geotechnical Engineering and Engineering Geology, Halloysite, Durability
الوصول الحر: https://explore.openaire.eu/search/publication?articleId=doi_________::3dab859c9602a399fbe73c9d5cace97fTest
https://doi.org/10.13168/agg.2021.0030Test -
6دورية أكاديمية
المؤلفون: Xiaoxuan Zhuang, Zhongling Zong, Yunhan Huang, Peipei Wang
مصطلحات موضوعية: Architecture not elsewhere classified, Building not elsewhere classified, Design not elsewhere classified, Science & Technology, Technology, Construction & Building Technology, Engineering, Civil, pressure-grouted helical piles, soil-cement, axial capacity, soft clay, BEHAVIOR, CAPACITY, 4005 Civil Engineering, 4015 Maritime Engineering, 40 Engineering, 4019 Resources Engineering and Extractive Metallurgy, 3301 Architecture, 3302 Building, Design Practice and Management not elsewhere classified
العلاقة: http://hdl.handle.net/10779/DRO/DU:23734254.v1Test; https://figshare.com/articles/journal_contribution/Analysis_of_the_Installation_Effect_on_the_Axial_Performance_of_Pressure-Grouted_Helical_Piles_in_Clay_by_Small-Scale_Model_Tests/23734254Test
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7دورية أكاديمية
المؤلفون: Yunhan Huang, Xiaoxuan Zhuang, Peipei Wang, Zhongling Zong
مصطلحات موضوعية: Civil engineering not elsewhere classified, Science & Technology, Technology, Engineering, Geological, Pressure grouted helical piles, Marine soft clay, Axial bearing capacity, Field test, Soil-cement, MICROPILES, 4005 Civil Engineering, 4015 Maritime Engineering, 40 Engineering, 4019 Resources Engineering and Extractive Metallurgy
العلاقة: http://hdl.handle.net/10779/DRO/DU:23734269.v1Test; https://figshare.com/articles/journal_contribution/Axial_Behavior_of_Pressure_Grouted_Helical_Piles_Installed_in_Marine_Soft_Clay_Based_on_Full-Scale_Field_Tests/23734269Test
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المؤلفون: Jubert Pineda, J. Antonio H. Carraro, Andy Fourie, G. T. Lim, Nathalie Boukpeti
المصدر: Canadian Geotechnical Journal. 56:275-289
مصطلحات موضوعية: FIELD TESTING FACILITY, Technology, Disturbance (geology), Geological & Geomatics Engineering, Representativeness heuristic, 0905 Civil Engineering, stiffness, Engineering, QUALITY, Geotechnical engineering, Engineering, Geological, Geosciences, Multidisciplinary, BALLINA, Civil and Structural Engineering, sample disturbance, SOFT CLAY, Science & Technology, Sampling (statistics), Geology, Geotechnical Engineering and Engineering Geology, Sample quality, 0907 Environmental Engineering, Soft clay, Physical Sciences, compressibility, Environmental science, geotechnical design, strength, BEHAVIOR
الوصول الحر: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6ea4d5657845a0b155b5a8d5857554d9Test
https://doi.org/10.1139/cgj-2018-0016Test -
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المؤلفون: Nguyen Trong Nghia
المصدر: Ho Chi Minh City Open University Journal of Science-Engineering and Technology, Vol 9, Iss 1, Pp 78-101 (2019)
مصطلحات موضوعية: Engineering, Vacuum consolidation, business.industry, ground improvement, prefacricated vertical drain, vacuum consolidation, stability, business, soft clay, Civil engineering, TP248.13-248.65, Biotechnology
الوصول الحر: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fc23334c8b7ca664b2dc727e50af24d7Test
https://doi.org/10.46223/hcmcoujs.tech.en.9.1.354.2019Test -
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المؤلفون: Evelina Fratalocchi, Bruno Di Buò, Tim Länsivaara, Marta Di Sante
المساهمون: Tampere University, Civil Engineering, Research group: Foundation Structures
المصدر: Geosciences
Volume 10
Issue 5
Geosciences, Vol 10, Iss 182, p 182 (2020)مصطلحات موضوعية: 1171 Geosciences, water content, lcsh:QE1-996.5, 0211 other engineering and technologies, 020101 civil engineering, 02 engineering and technology, Reuse, engineering.material, Pulp and paper industry, complex mixtures, 0201 civil engineering, lime stabilization, lcsh:Geology, Curing time, Hydraulic conductivity, Soft clay, soil re-use, engineering, General Earth and Planetary Sciences, Environmental science, Soil treatment, Water content, soft clay, 021101 geological & geomatics engineering, Lime
وصف الملف: application/pdf; fulltext
الوصول الحر: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3479d6bbe70b4cfb399e39879225e397Test