Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Yew Song Ng"'
Publikováno v:
Soils and Foundations. 54(3):417-425
Green technology, an integrated design approach that combines vegetation and engineering design methods, can be applied to improve slope stability. Orange Jasmine is a small tropical evergreen shrub which has deep root systems and is considered to be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::18981169560b8652ba7e2bab4f5472d8
Publikováno v:
Engineering Geology. :124-140
Rainfall-induced slope failures are commonly observed in residual soil. Due to weathering, the residual soil properties vary with depths, especially in tropical countries, such as: Singapore. Therefore, it is important to characterize the properties
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fb71d88d5583b77a43526d0c11ae9026
https://doi.org/10.1016/j.enggeo.2012.05.009
https://doi.org/10.1016/j.enggeo.2012.05.009
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