Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Asmaa Al-Taie"'
Publikováno v:
Soils and Foundations, Vol 61, Iss 3, Pp 623-641 (2021)
Geotechnical structures made of granular material tend to be unsaturated during their service life. However, there is presently a lack of sufficient research and studies on their volumetric behavior under unsaturated conditions. In this study, loadin
Externí odkaz:
https://doaj.org/article/fb3c14d06e6f479e9fc6303366023831
Autor:
Asmaa Al-Taie, Ehsan Yaghoubi, P. L. P. Wasantha, Rudi Van Staden, Maurice Guerrieri, Sam Fragomeni
Publikováno v:
International Journal of Pavement Engineering. 24
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a892fc30c6d0e4ae0659368fba105c91
https://doi.org/10.1080/10298436.2023.2204436
https://doi.org/10.1080/10298436.2023.2204436
Publikováno v:
Soils and Foundations, Vol 61, Iss 3, Pp 623-641 (2021)
Geotechnical structures made of granular material tend to be unsaturated during their service life. However, there is presently a lack of sufficient research and studies on their volumetric behavior under unsaturated conditions. In this study, loadin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f42b2805b1b60d00d021f3f293d9658f
http://www.sciencedirect.com/science/article/pii/S0038080621000330
http://www.sciencedirect.com/science/article/pii/S0038080621000330
Publikováno v:
Soils and Foundations. 61:113-128
This study investigates the suitability of the swelling and collapse theory proposed based on a constitutive virgin compression surface (VCS) developed within the modified Monash Peradeniya Kodikara (MPK) framework. The modified MPK approach incorpor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fc52f46751ad49f9c4468174bfbf0412
https://doi.org/10.1016/j.sandf.2020.11.003
https://doi.org/10.1016/j.sandf.2020.11.003
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030772376
Climatic events such as precipitation result in unbound structural layers of pavements being in a partially saturated condition during their service life. With unsaturated testing being relatively complex and costly, the presence of relatively low ma
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::82568eafc470157d2304478347904660
https://doi.org/10.1007/978-3-030-77238-3_28
https://doi.org/10.1007/978-3-030-77238-3_28
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030772291
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2fd18074775be3ee67a673ad4d96b261
https://doi.org/10.1007/978-3-030-77230-7_58
https://doi.org/10.1007/978-3-030-77230-7_58
Publikováno v:
International Journal of Geomechanics. 20
In practice, it is quite common for soils to be mixed and compacted at moisture contents lower than the optimum moisture content (OMC) or lime content less than the optimum lime content (O...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1424d0d4eeae454b650d8595409c3bab
https://doi.org/10.1061/(asce)gm.1943-5622.0001863
https://doi.org/10.1061/(asce)gm.1943-5622.0001863
Publikováno v:
International Journal of Geomechanics. 19
The swell-collapse mechanism of residual basaltic clay in both untreated and stabilized with lime conditions was investigated. For treated specimens, the optimum lime content (OLC) was found based on swell potential reduction. Swelling and collapse p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::48a41d13d869a545621d98db7f6a0267
https://doi.org/10.1061/(asce)gm.1943-5622.0001488
https://doi.org/10.1061/(asce)gm.1943-5622.0001488
Publikováno v:
International Journal of Geomechanics. 19
This paper investigates the influence of lime stabilization of an expansive clay based on volumetric behavior and the soil- water characteristic curve (SWCC). The selected soil was a residual clay located in Victoria, Australia. Specimens treated wit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::18ced46aa405c9cf030b9f721cf85b0b
https://doi.org/10.1061/(asce)gm.1943-5622.0001336
https://doi.org/10.1061/(asce)gm.1943-5622.0001336