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Residual strength index of 4#-18# undisturbed and 22# - 36# remolded loess specimens.

Figshare2022-02-07 更新2026-04-28 收录

数据链接：

https://figshare.com/articles/dataset/Residual_strength_index_of_4_sup_sup_-18_sup_sup_undisturbed_and_22_sup_sup_-_36_sup_sup_remolded_loess_specimens_/19133193 数据链接链接失效反馈

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Residual strength index of 4#-18# undisturbed and 22# - 36# remolded loess specimens.

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创建时间：

2022-02-07

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Loess samples from Xi’an, China underwent particle size distribution analysis and triaxial shear tests. These tests provided the particle gradation and triaxial shear strength data, which will be used

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Triaxial creep characteristics of undisturbed loess under freeze-thaw cycles and its induced landslide mechanism

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The file is the dataset for the manuscript entitled ' Triaxial creep characteristics of undisturbed loess under freeze-thaw cycles and its induced landslide mechanism ' by Liu et al.

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Microstructure evolution of hydrate-bearing sands during thermal dissociation and ensued impacts on the mechanical and seepage characteristics

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This supporting information includes a figure S1 and four movies S1-S4, providing a raw CT image for the reader to analyze the grey value distribution, and animations of hydrate dissociation process a

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Data and code for 'Influence of cross-correlation on the modelled uncertainty in stress–strain behavior of soft clays'

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This dataset contains data and code used in the research work for the manuscript "Influence of cross-correlation on the modelled uncertainty in stress–strain behavior of soft clays". The study conside

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Supporting data for "Laboratory investigation of elastic stiffness of sands: effects of sample preparation, stress anisotropy and cyclic loadings"

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Soil, as a natural granular material, is composed of solid grains and voids filled with fluid. Its behavior is generally nonlinear, and the stiffness of soil tends to decrease as strain increases. How

DataCite Commons2023-12-01 更新30

Residual strength index of 4#-18# undisturbed and 22# - 36# remolded loess specimens.

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