Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Si Hai Luo"'
Publikováno v:
Journal of Rare Earths. 38:1251-1256
The establishment of a mathematical model for the ion exchange process is key to creating a theoretical basis for the mining of ion-adsorption type rare earth ores. Ore samples from Xinfeng, Xunwu and Anyuan were used as the test ore samples in the p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ee24d781d4a1c4ad3124277f887f3b51
https://doi.org/10.1016/j.jre.2020.01.003
https://doi.org/10.1016/j.jre.2020.01.003
Publikováno v:
Transactions of Nonferrous Metals Society of China. 29:625-633
The ion exchange model of the leaching process was determined via batch leaching experiments using the Kerr model, with the selectivity coefficient experimentally determined to be 12.59×10−10 L2/g2. Solute transport laws of ammonium ions (NH4+) an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::773685e776fd2c81bb7f273ef872346a
https://doi.org/10.1016/s1003-6326(19)64972-1
https://doi.org/10.1016/s1003-6326(19)64972-1
Publikováno v:
Applied Mechanics and Materials. :171-176
According to the characteristics of mechanical response of titanium alloy, a new constitutive model for ultra-high strain rate deformation in the process of laser shock peening was established. The constitutive model parameters were obtained by the i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::64d37e80fb64b506ccec97a3d4b61e32
https://doi.org/10.4028/www.scientific.net/amm.727-728.171
https://doi.org/10.4028/www.scientific.net/amm.727-728.171
Publikováno v:
Advanced Materials Research. :2063-2070
In this paper, we conducted some experiments as geotechnical test, standard penetration test, dynamic penetration test, loading capacity test on the dynamic compaction gravel clay foundation in Guangdong Province. We also conduct the lineal regressio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1d3834c2ca223436604a72877d7cd6be
https://doi.org/10.4028/scientific5/amr.446-449.2063
https://doi.org/10.4028/scientific5/amr.446-449.2063
Publikováno v:
Advanced Materials Research. :1602-1611
Through the method of dimensional analysis, the dimension equations of loess ground deformation of dynamic compaction are established. Based on the data obtained from practices of dynamic compaction and the methods of statistics , empirical equations
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1c81f55cd0965b2db514e8ca41eed741
https://doi.org/10.4028/www.scientific.net/amr.250-253.1602
https://doi.org/10.4028/www.scientific.net/amr.250-253.1602
Autor:
Si Hai Luo, Rolf Christiansson
Publikováno v:
Advanced Materials Research. :2503-2511
During the period from October 2000 to November 2005, the canister in the CRT deposition hole DD0092G01 was heated with a maximum heat power of 2600W and the temperature and consequently the stress in the surrounding rock volume were elevated. This s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4b3c7ce1005249f6faa41fd8cf06d62c
https://doi.org/10.4028/www.scientific.net/amr.243-249.2503
https://doi.org/10.4028/www.scientific.net/amr.243-249.2503
Publikováno v:
Advanced Materials Research. :3-8
During the Canister Retrieval Test (CRT), the temperature around the deposition hole DD0092G01 was elevated and the stress in the rock was consequently increased. This report concerns the study to investigate if the increased stress around the deposi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::71c91d75193ec9e83147c18ab3353a72
https://doi.org/10.4028/www.scientific.net/amr.255-260.3
https://doi.org/10.4028/www.scientific.net/amr.255-260.3
GPP 8 contains 20 papers presented at the First International Symposium on Pavement and Geotechnical Engineering for Transportation Infrastructure held in Nanchang, China, June 5-7, 2011.
Publikováno v:
Pavement and Geotechnical Engineering for Transportation.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b2876f89afa52a2f47169f87d378d7b5
https://doi.org/10.1061/9780784412817.fm
https://doi.org/10.1061/9780784412817.fm
Publikováno v:
Pavement and Geotechnical Engineering for Transportation.
Using dimensional analysis, the dimensional equations for the estimation of soil properties after dynamic compaction (DC) in loess ground are established. Based on these equations and field data obtained from previous practices of DC, the equations a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::435953e8ebbe40e2843864f6c52d510d
https://doi.org/10.1061/9780784412817.011
https://doi.org/10.1061/9780784412817.011