Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Ya Sheng Luo"'
Publikováno v:
Soils and Rocks. 43:43-55
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5e304fa3de4f5eb3b18a92162f73c70c
https://doi.org/10.28927/sr.431043
https://doi.org/10.28927/sr.431043
Publikováno v:
Soil Dynamics and Earthquake Engineering. 166:107768
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dc8da27dac3c312909f9a1ba707bd2b0
https://doi.org/10.1016/j.soildyn.2023.107768
https://doi.org/10.1016/j.soildyn.2023.107768
Publikováno v:
Applied Sciences, Vol 9, Iss 1, p 68 (2018)
In this study, the influence of fly ash (FA) content (0%, 10%, 20%, and 30%) on the alteration in the physical and mechanical parameters of loess is investigated. The influences of curing time (0, 14, and 28 days) and submergence and non-submergence
Externí odkaz:
https://doaj.org/article/dfef073fa197497db4e4d7034427a886
Autor:
Ya-sheng Luo, Tian-shun Hou
Publikováno v:
Geotechnical and Geological Engineering. 38:2539-2550
To reveal the durability of light weight soil ground under water environment conditions, the influence laws of soaking time and dry–wet cycle times on mechanical properties of light weight soil are researched by density tests, unconfined compressiv
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bf4e39a253f79c95fb6fc58578d575f2
https://doi.org/10.1007/s10706-019-01167-7
https://doi.org/10.1007/s10706-019-01167-7
Publikováno v:
Geotechnical and Geological Engineering. 38:1773-1783
To research the unconsolidated undrained shear strength and deformation properties of saturated cotton fiber reinforced soil, the shear strength of saturated fiber reinforced soil is studied through a series of unconsolidated undrained shear tests. T
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::96f81545c7dd7138872c19c23daf7fe3
https://doi.org/10.1007/s10706-019-01129-z
https://doi.org/10.1007/s10706-019-01129-z
Publikováno v:
Geotechnical and Geological Engineering. 38:1785-1798
In order to research the dynamic stress–strain relationship of EPS (expanded polystyrene) particles light weight soil, under the condition of fixed water content and fixed curing age, the dynamic deformation properties of light weight soil with dif
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::857ed646009fa06b1d421a03f3657b79
https://doi.org/10.1007/s10706-019-01130-6
https://doi.org/10.1007/s10706-019-01130-6
Publikováno v:
Applied Sciences
Volume 9
Issue 1
Applied Sciences, Vol 9, Iss 1, p 68 (2018)
Volume 9
Issue 1
Applied Sciences, Vol 9, Iss 1, p 68 (2018)
In this study, the influence of fly ash (FA) content (0%, 10%, 20%, and 30%) on the alteration in the physical and mechanical parameters of loess is investigated. The influences of curing time (0, 14, and 28 days) and submergence and non-submergence
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6d2ae251df0641cf2649d6579bca8d61
Publikováno v:
Marine Georesources & Geotechnology. 32:264-276
To reveal the influence of material composition on mechanical properties of light-weight soil, stress-strain -volumetric strain characteristics and Poisson's ratio of mixed soil were researched by consolidated drained shear tests. The results show th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::288f8d2bf2e89ac2a8c7dffe318b8f1e
https://doi.org/10.1080/1064119x.2012.735345
https://doi.org/10.1080/1064119x.2012.735345
Publikováno v:
Journal of Central South University. 20:1985-1991
A parameter, known as the parameter of humidification vibration deformation, was proposed, describing quantitatively the impact of water content on vibration settlement deformation, and its relationship with humidification water content, dynamic shea
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b8ec38dced619463fde1861e83e911ef
https://doi.org/10.1007/s11771-013-1699-0
https://doi.org/10.1007/s11771-013-1699-0
Publikováno v:
Engineering Geology. :43-50
The foundation soil masses are always in complex initial stress states. However, the traditional study did not take account of the effects of complex initial stress state parameters on the dynamic characteristic parameters of structural loess. This s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b164a8ab6717bfd874b8f6da7db4997c
https://doi.org/10.1016/j.enggeo.2012.06.009
https://doi.org/10.1016/j.enggeo.2012.06.009