2024
DOI: 10.1016/j.jrmge.2023.10.014
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At-rest lateral earth pressure of compacted expansive soils: Experimental investigations and prediction approach

Zhong Han,
Pan Zhang,
Weilie Zou
et al.
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Cited by 11 publications
(1 citation statement)
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“…The compressive strength and shear strength are recognized as fundamental mechanical properties by the geotechnical community [38]. According to the Mohr-Coulomb strength theory, which is widely used in civil engineering [39][40][41][42][43][44], the shear strength envelope of saturated samples from unconsolidated undrained tests (UU tests) theoretically should be horizontal (i.e., ϕ u = 0). However, as discussed, the loess is typically in a state of unsaturated condition.…”
Section: Introductionmentioning
confidence: 99%
“…The compressive strength and shear strength are recognized as fundamental mechanical properties by the geotechnical community [38]. According to the Mohr-Coulomb strength theory, which is widely used in civil engineering [39][40][41][42][43][44], the shear strength envelope of saturated samples from unconsolidated undrained tests (UU tests) theoretically should be horizontal (i.e., ϕ u = 0). However, as discussed, the loess is typically in a state of unsaturated condition.…”
Section: Introductionmentioning
confidence: 99%