Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Chai Juay Hua"'
Publikováno v:
Soils and Foundations. 51:471-482
Changes in the pore-water pressure of unsaturated soil slopes due to rainwater infiltration comprise a crucial factor which affects the shear strength of soils and may trigger slope failures. Two residual soil slopes in two main geological formations
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9ee2fcb2881d10741b1c58370644c6ec
https://doi.org/10.3208/sandf.51.471
https://doi.org/10.3208/sandf.51.471
A capillary barrier as a cover system is a two‐layer system of distinct hydraulic properties to prevent water infiltration into the underlying soil by utilizing unsaturated soil mechanics principles. This paper illustrates the application of the ca
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::994e186575fbc077231a092b670e3da9
http://hdl.handle.net/10220/7350
http://hdl.handle.net/10220/7350
In tropical and subtropical regions, shallow landslides often occur in residual soil slopes. Short-duration, high-intensity rainfall will increase the pore-water pressure. As a result, the shear strength of the soil in the slopes decreases and the st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7e3e20d222001ced86498b4d84d9ce63
http://hdl.handle.net/10220/7165
http://hdl.handle.net/10220/7165
A capillary barrier is a two-layer system of distinct hydraulic properties that is used as a cover system. The distinct hydraulic properties prevent water infiltration into the soil below the capillary barrier system by utilizing unsaturated soil mec
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::40681d93b12006085a98c4438d24fdc6
https://doi.org/10.1201/b10526-200
https://doi.org/10.1201/b10526-200