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Residual strain-water content curve of 4# - 6# undisturbed and 22# - 24# remolded loess specimens.
, 2022 Residual strain-water content curve of 4# - 6# undisturbed and 22# - 24# remolded loess specimens.
Jun Zhang (48506) +4 more
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Residual strain-shearing rate curve of 1# - 3# undisturbed and 19# - 21# remolded loess specimens.
, 2022 Residual strain-shearing rate curve of 1# - 3# undisturbed and 19# - 21# remolded loess specimens.
Jun Zhang (48506) +4 more
core +1 more source
, 2022 Shear stress-shear displacement curve of 4# - 6# undisturbed and 22# - 24# remolded loess specimens under different water content.
Jun Zhang (48506) +4 more
core +1 more source
Mechanical properties of saturated remolded loess under different stress paths
Shuiwen dizhi gongcheng dizhi, 2022 The mechanical properties of soil often vary with stress state and stress paths. In order to investigate the mechanical properties of saturated soil under vertical loading and constant shear stress path, saturated remolded loess samples are prepared ...
Danqi ZHAO +6 more
doaj +1 more source
, 2022 Vertical strain-shear displacement curve of 1# - 3# undisturbed and 19# - 21# remolded loess specimens under different shear rates.
Jun Zhang (48506) +4 more
core +1 more source
Influences of freeze-thaw on strength of loess under complex stress path
Yantu gongcheng xuebao, 2021 In order to investigate the influences of freeze-thaw on the strength characteristics of loess under complex stress path, the true-triaxial apparatus is used to carry out consolidation drained shear tests under the constant p stress path for the remolded
ZHENG Fang 1, SHAO Sheng-jun 1, 2, WANG Song-he 1
doaj +1 more source
, 2022 Vertical strain-shear displacement curve of 4# - 6# undisturbed and 22# - 24# remolded loess specimens under different water content.
Jun Zhang (48506) +4 more
core +1 more source
Destructuration of saturated natural loess: from experiments to constitutive modelling [PDF]
, 2021 It has been well recognized that unsaturated natural loess shows significant volume contraction upon wetting due to its metastable internal structure.
Hong, Yi +4 more
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Influence of dry density on coefficient of permeability of unsaturated loess
Yantu gongcheng xuebao, 2018 The unsaturated permeability coefficient is one of the important parameters in the researches on the rules of unsaturated soil infiltration and the important basis of the researches on the instability of slopes and humidification deformation of ...
MA Ya-wei 1, 2, CHEN Wen-wu 1,2, BI Jun 1, 2, GUO Gui-hong 1, 2, JIAO Gui-de 1, 2
doaj +1 more source
, 2022 Shear stress-shear displacement curve of 1# - 3# undisturbed and 19# - 21# remolded loess specimens under different shear rates.
Jun Zhang (48506) +4 more
core +1 more source