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1Academic Journal
المؤلفون: Pengyu Chen, Yong Chen, Zongyuan Lai, Hanqiu Liu, Ronghua Zhu
المصدر: Journal of Marine Science and Engineering, Vol 12, Iss 3, p 419 (2024)
مصطلحات موضوعية: offshore wind turbine, suction bucket foundation, undrained conditions, pullout capacity, Naval architecture. Shipbuilding. Marine engineering, VM1-989, Oceanography, GC1-1581
Relation: https://www.mdpi.com/2077-1312/12/3/419; https://doaj.org/toc/2077-1312; https://doaj.org/article/9faadd40ac394ff4b0129df9fa4c1ba1
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2Academic Journal
المؤلفون: Ruchun Wei, Chao Jia, Lele Liu, Nengyou Wu
المصدر: Journal of Marine Science and Engineering; Volume 10; Issue 4; Pages: 509
مصطلحات موضوعية: hydrate-bearing sediments, undrained conditions, pore pressure coefficient, volume change, stress path
جغرافية الموضوع: agris
وصف الملف: application/pdf
Relation: Marine Energy; https://dx.doi.org/10.3390/jmse10040509
الاتاحة: https://doi.org/10.3390/jmse10040509
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3Image
المؤلفون: Yizhi Li, Enlong Liu, Miao He
مصطلحات موضوعية: Biophysics, Biochemistry, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, triaxial compression tests, pore water pressure, obvious yield strength, obvious shear band, axial strain increasing, structured soils increases, isotropic structured soil, artificially structured soil, based constitutive model, consolidation stress increases, strong structural characteristics, consolidation undrained conditions, structured soils, structured soil, constitutive model, consolidation stress, undrained conditions, remolded soil, constitutive models, strain softening, strain hardening, strain characteristics,
%22">xlink ">, volumetric contraction, structural differences, results demonstrate -
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المؤلفون: Yizhi Li, Enlong Liu, Miao He
مصطلحات موضوعية: Biophysics, Biochemistry, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, triaxial compression tests, pore water pressure, obvious yield strength, obvious shear band, axial strain increasing, structured soils increases, isotropic structured soil, artificially structured soil, based constitutive model, consolidation stress increases, strong structural characteristics, consolidation undrained conditions, structured soils, structured soil, constitutive model, consolidation stress, undrained conditions, remolded soil, constitutive models, strain softening, strain hardening, strain characteristics,
%22">xlink ">, volumetric contraction, structural differences, results demonstrate -
5Image
المؤلفون: Yizhi Li, Enlong Liu, Miao He
مصطلحات موضوعية: Biophysics, Biochemistry, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, triaxial compression tests, pore water pressure, obvious yield strength, obvious shear band, axial strain increasing, structured soils increases, isotropic structured soil, artificially structured soil, based constitutive model, consolidation stress increases, strong structural characteristics, consolidation undrained conditions, structured soils, structured soil, constitutive model, consolidation stress, undrained conditions, remolded soil, constitutive models, strain softening, strain hardening, strain characteristics,
%22">xlink ">, volumetric contraction, structural differences, results demonstrate -
6Image
المؤلفون: Yizhi Li, Enlong Liu, Miao He
مصطلحات موضوعية: Biophysics, Biochemistry, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, triaxial compression tests, pore water pressure, obvious yield strength, obvious shear band, axial strain increasing, structured soils increases, isotropic structured soil, artificially structured soil, based constitutive model, consolidation stress increases, strong structural characteristics, consolidation undrained conditions, structured soils, structured soil, constitutive model, consolidation stress, undrained conditions, remolded soil, constitutive models, strain softening, strain hardening, strain characteristics,
%22">xlink ">, volumetric contraction, structural differences, results demonstrate Relation: https://figshare.com/articles/figure/Test_results_of_isotropic_structural_soil_ISS_/24938116
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7Image
المؤلفون: Yizhi Li, Enlong Liu, Miao He
مصطلحات موضوعية: Biophysics, Biochemistry, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, triaxial compression tests, pore water pressure, obvious yield strength, obvious shear band, axial strain increasing, structured soils increases, isotropic structured soil, artificially structured soil, based constitutive model, consolidation stress increases, strong structural characteristics, consolidation undrained conditions, structured soils, structured soil, constitutive model, consolidation stress, undrained conditions, remolded soil, constitutive models, strain softening, strain hardening, strain characteristics,
%22">xlink ">, volumetric contraction, structural differences, results demonstrate -
8Image
المؤلفون: Yizhi Li, Enlong Liu, Miao He
مصطلحات موضوعية: Biophysics, Biochemistry, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, triaxial compression tests, pore water pressure, obvious yield strength, obvious shear band, axial strain increasing, structured soils increases, isotropic structured soil, artificially structured soil, based constitutive model, consolidation stress increases, strong structural characteristics, consolidation undrained conditions, structured soils, structured soil, constitutive model, consolidation stress, undrained conditions, remolded soil, constitutive models, strain softening, strain hardening, strain characteristics,
%22">xlink ">, volumetric contraction, structural differences, results demonstrate -
9Image
المؤلفون: Yizhi Li, Enlong Liu, Miao He
مصطلحات موضوعية: Biophysics, Biochemistry, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, triaxial compression tests, pore water pressure, obvious yield strength, obvious shear band, axial strain increasing, structured soils increases, isotropic structured soil, artificially structured soil, based constitutive model, consolidation stress increases, strong structural characteristics, consolidation undrained conditions, structured soils, structured soil, constitutive model, consolidation stress, undrained conditions, remolded soil, constitutive models, strain softening, strain hardening, strain characteristics,
%22">xlink ">, volumetric contraction, structural differences, results demonstrate Relation: https://figshare.com/articles/figure/Calculation_curves_of_the_two_structured_soils_/24938146
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10
المؤلفون: Yizhi Li, Enlong Liu, Miao He
مصطلحات موضوعية: Biophysics, Biochemistry, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, triaxial compression tests, pore water pressure, obvious yield strength, obvious shear band, axial strain increasing, structured soils increases, isotropic structured soil, artificially structured soil, based constitutive model, consolidation stress increases, strong structural characteristics, consolidation undrained conditions, structured soils, structured soil, constitutive model, consolidation stress, undrained conditions, remolded soil, constitutive models, strain softening, strain hardening, strain characteristics,
%22">xlink ">, volumetric contraction, structural differences, results demonstrate -
11
المؤلفون: Yizhi Li, Enlong Liu, Miao He
مصطلحات موضوعية: Biophysics, Biochemistry, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, triaxial compression tests, pore water pressure, obvious yield strength, obvious shear band, axial strain increasing, structured soils increases, isotropic structured soil, artificially structured soil, based constitutive model, consolidation stress increases, strong structural characteristics, consolidation undrained conditions, structured soils, structured soil, constitutive model, consolidation stress, undrained conditions, remolded soil, constitutive models, strain softening, strain hardening, strain characteristics,
%22">xlink ">, volumetric contraction, structural differences, results demonstrate Relation: https://figshare.com/articles/dataset/Material_parameters_of_isotropic_structured_soil_/24938161
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12Image
المؤلفون: Yizhi Li, Enlong Liu, Miao He
مصطلحات موضوعية: Biophysics, Biochemistry, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, triaxial compression tests, pore water pressure, obvious yield strength, obvious shear band, axial strain increasing, structured soils increases, isotropic structured soil, artificially structured soil, based constitutive model, consolidation stress increases, strong structural characteristics, consolidation undrained conditions, structured soils, structured soil, constitutive model, consolidation stress, undrained conditions, remolded soil, constitutive models, strain softening, strain hardening, strain characteristics,
%22">xlink ">, volumetric contraction, structural differences, results demonstrate -
13
المؤلفون: Yizhi Li, Enlong Liu, Miao He
مصطلحات موضوعية: Biophysics, Biochemistry, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, triaxial compression tests, pore water pressure, obvious yield strength, obvious shear band, axial strain increasing, structured soils increases, isotropic structured soil, artificially structured soil, based constitutive model, consolidation stress increases, strong structural characteristics, consolidation undrained conditions, structured soils, structured soil, constitutive model, consolidation stress, undrained conditions, remolded soil, constitutive models, strain softening, strain hardening, strain characteristics,
%22">xlink ">, volumetric contraction, structural differences, results demonstrate -
14Image
المؤلفون: Yizhi Li, Enlong Liu, Miao He
مصطلحات موضوعية: Biophysics, Biochemistry, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, triaxial compression tests, pore water pressure, obvious yield strength, obvious shear band, axial strain increasing, structured soils increases, isotropic structured soil, artificially structured soil, based constitutive model, consolidation stress increases, strong structural characteristics, consolidation undrained conditions, structured soils, structured soil, constitutive model, consolidation stress, undrained conditions, remolded soil, constitutive models, strain softening, strain hardening, strain characteristics,
%22">xlink ">, volumetric contraction, structural differences, results demonstrate -
15
المؤلفون: Yizhi Li, Enlong Liu, Miao He
مصطلحات موضوعية: Biophysics, Biochemistry, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, triaxial compression tests, pore water pressure, obvious yield strength, obvious shear band, axial strain increasing, structured soils increases, isotropic structured soil, artificially structured soil, based constitutive model, consolidation stress increases, strong structural characteristics, consolidation undrained conditions, structured soils, structured soil, constitutive model, consolidation stress, undrained conditions, remolded soil, constitutive models, strain softening, strain hardening, strain characteristics,
%22">xlink ">, volumetric contraction, structural differences, results demonstrate -
16Image
المؤلفون: Yizhi Li, Enlong Liu, Miao He
مصطلحات موضوعية: Biophysics, Biochemistry, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, triaxial compression tests, pore water pressure, obvious yield strength, obvious shear band, axial strain increasing, structured soils increases, isotropic structured soil, artificially structured soil, based constitutive model, consolidation stress increases, strong structural characteristics, consolidation undrained conditions, structured soils, structured soil, constitutive model, consolidation stress, undrained conditions, remolded soil, constitutive models, strain softening, strain hardening, strain characteristics,
%22">xlink ">, volumetric contraction, structural differences, results demonstrate -
17Academic Journal
المؤلفون: Mohamed Ezzat Al-Atroush, Ashraf Hefny, Yasser Zaghloul, Tamer Sorour
المصدر: Geosciences; Volume 10; Issue 7; Pages: 261
مصطلحات موضوعية: large diameter bored pile, finite element method, load transfer, failure mechanism, overconsolidated stiff clay, two dimensional axisymmetric, drained and undrained conditions
جغرافية الموضوع: agris
وصف الملف: application/pdf
Relation: Geomechanics; https://dx.doi.org/10.3390/geosciences10070261
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18Academic Journal
المؤلفون: Andrzej Głuchowski, Emil Soból, Alojzy Szymański, Wojciech Sas
المصدر: Applied Sciences; Volume 9; Issue 18; Pages: 3821
مصطلحات موضوعية: cyclic loading, triaxial test, resilient modulus, undrained conditions, pore pressure, plastic strains
جغرافية الموضوع: agris
وصف الملف: application/pdf
Relation: Civil Engineering; https://dx.doi.org/10.3390/app9183821
الاتاحة: https://doi.org/10.3390/app9183821
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19Academic Journal
المؤلفون: Comodromos E.M., Papadopoulou M.C., Randolph M.F.
المصدر: Journal of Geotechnical and Geoenvironmental Engineering ; https://www.scopus.com/inward/record.uri?eid=2-s2.0-85110648067&doi=10.1061%2f%28ASCE%29GT.1943-5606.0002606&partnerID=40&md5=6c9a66a5de8cecf7ed89f437a1cec711
مصطلحات موضوعية: Hyperbolic functions, Soils, Base resistance, Beam-columns, Osterberg cells, Pile base resistance, Recent researches, Rigidity index, Undrained conditions, Validation process, Piles, clay soil, foundation, loading test, pile response, soil-structure interaction, undrained test, uniaxial strength, American Society of Civil Engineers (ASCE)
Relation: http://hdl.handle.net/11615/72943
الاتاحة: http://hdl.handle.net/11615/72943
https://doi.org/10.1061/(ASCE)GT.1943-5606.0002606 -
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