Loess strength index by region. by Hui Cheng (195456)

“…The numerical simulation examines how the alteration of clay particle content, within a range of 1%−10%, affects the strength variation of the soil, as indicated by the in-situ test. The results indicate significant geographical heterogeneity in loess strength indices, with the structural properties of loess being a primary factor contributing to this variability. …”

Discrete element simulation. by Hui Cheng (195456)

“…The numerical simulation examines how the alteration of clay particle content, within a range of 1%−10%, affects the strength variation of the soil, as indicated by the in-situ test. The results indicate significant geographical heterogeneity in loess strength indices, with the structural properties of loess being a primary factor contributing to this variability. …”

Intensity profile (total). by Hui Cheng (195456)

“…The numerical simulation examines how the alteration of clay particle content, within a range of 1%−10%, affects the strength variation of the soil, as indicated by the in-situ test. The results indicate significant geographical heterogeneity in loess strength indices, with the structural properties of loess being a primary factor contributing to this variability. …”

Direct Shear Experimental System. by Hui Cheng (195456)

“…The numerical simulation examines how the alteration of clay particle content, within a range of 1%−10%, affects the strength variation of the soil, as indicated by the in-situ test. The results indicate significant geographical heterogeneity in loess strength indices, with the structural properties of loess being a primary factor contributing to this variability. …”

Numerical simulation setup parameters. by Hui Cheng (195456)

“…The numerical simulation examines how the alteration of clay particle content, within a range of 1%−10%, affects the strength variation of the soil, as indicated by the in-situ test. The results indicate significant geographical heterogeneity in loess strength indices, with the structural properties of loess being a primary factor contributing to this variability. …”

Human-computer interface. by Hui Cheng (195456)

“…The numerical simulation examines how the alteration of clay particle content, within a range of 1%−10%, affects the strength variation of the soil, as indicated by the in-situ test. The results indicate significant geographical heterogeneity in loess strength indices, with the structural properties of loess being a primary factor contributing to this variability. …”

Intensity curve. by Hui Cheng (195456)

“…The numerical simulation examines how the alteration of clay particle content, within a range of 1%−10%, affects the strength variation of the soil, as indicated by the in-situ test. The results indicate significant geographical heterogeneity in loess strength indices, with the structural properties of loess being a primary factor contributing to this variability. …”

Displacement cloud map (geology). by Hui Cheng (195456)

“…The numerical simulation examines how the alteration of clay particle content, within a range of 1%−10%, affects the strength variation of the soil, as indicated by the in-situ test. The results indicate significant geographical heterogeneity in loess strength indices, with the structural properties of loess being a primary factor contributing to this variability. …”

Recording of results. by Hui Cheng (195456)

“…The numerical simulation examines how the alteration of clay particle content, within a range of 1%−10%, affects the strength variation of the soil, as indicated by the in-situ test. The results indicate significant geographical heterogeneity in loess strength indices, with the structural properties of loess being a primary factor contributing to this variability. …”

Shear completion. by Hui Cheng (195456)

“…The numerical simulation examines how the alteration of clay particle content, within a range of 1%−10%, affects the strength variation of the soil, as indicated by the in-situ test. The results indicate significant geographical heterogeneity in loess strength indices, with the structural properties of loess being a primary factor contributing to this variability. …”

Bulging surface measurement process. by Hui Cheng (195456)

“…The numerical simulation examines how the alteration of clay particle content, within a range of 1%−10%, affects the strength variation of the soil, as indicated by the in-situ test. The results indicate significant geographical heterogeneity in loess strength indices, with the structural properties of loess being a primary factor contributing to this variability. …”

Results of shear resistance experiments. by Hui Cheng (195456)

“…The numerical simulation examines how the alteration of clay particle content, within a range of 1%−10%, affects the strength variation of the soil, as indicated by the in-situ test. The results indicate significant geographical heterogeneity in loess strength indices, with the structural properties of loess being a primary factor contributing to this variability. …”

Specimen making. by Hui Cheng (195456)

“…The numerical simulation examines how the alteration of clay particle content, within a range of 1%−10%, affects the strength variation of the soil, as indicated by the in-situ test. The results indicate significant geographical heterogeneity in loess strength indices, with the structural properties of loess being a primary factor contributing to this variability. …”

Shear displacement curve. by Hui Cheng (195456)

“…The numerical simulation examines how the alteration of clay particle content, within a range of 1%−10%, affects the strength variation of the soil, as indicated by the in-situ test. The results indicate significant geographical heterogeneity in loess strength indices, with the structural properties of loess being a primary factor contributing to this variability. …”

Equipment installation. by Hui Cheng (195456)

“…The numerical simulation examines how the alteration of clay particle content, within a range of 1%−10%, affects the strength variation of the soil, as indicated by the in-situ test. The results indicate significant geographical heterogeneity in loess strength indices, with the structural properties of loess being a primary factor contributing to this variability. …”

Force chain network After shear loading. by Hui Cheng (195456)

“…The numerical simulation examines how the alteration of clay particle content, within a range of 1%−10%, affects the strength variation of the soil, as indicated by the in-situ test. The results indicate significant geographical heterogeneity in loess strength indices, with the structural properties of loess being a primary factor contributing to this variability. …”

Force chain network Before shear loading. by Hui Cheng (195456)

“…The numerical simulation examines how the alteration of clay particle content, within a range of 1%−10%, affects the strength variation of the soil, as indicated by the in-situ test. The results indicate significant geographical heterogeneity in loess strength indices, with the structural properties of loess being a primary factor contributing to this variability. …”

Particle distribution of soil sample composition. by Hui Cheng (195456)

“…The numerical simulation examines how the alteration of clay particle content, within a range of 1%−10%, affects the strength variation of the soil, as indicated by the in-situ test. The results indicate significant geographical heterogeneity in loess strength indices, with the structural properties of loess being a primary factor contributing to this variability. …”

MO-SAM segmentation performance using the Grid method in arid/semi-arid landscape. by Qitong Wang (15279695)

Serologic changes in 8 representative cases of sub-serostatus and clinical interpretation groups. by Ei Kinai (212480)