Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Xin Gui Zhang"'
Autor:
Hui Wang, Xingyi Li, Jun Wang, Sriram K. Vidyarthi, Haiou Wang, Xin-Gui Zhang, Lei Gao, Kai-Wen Yang, Jing-Shou Zhang, Hong-Wei Xiao
Publikováno v:
Food Control. 139:109062
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2534b9cfa997ae927ffeafef67f5c473
https://doi.org/10.1016/j.foodcont.2022.109062
https://doi.org/10.1016/j.foodcont.2022.109062
Publikováno v:
Modelling, Measurement and Control B. 86:427-437
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b067949192959a4a285c26e37e1fbf7f
https://doi.org/10.18280/mmc_b.860208
https://doi.org/10.18280/mmc_b.860208
Autor:
Xiang Gang Kong, Xin Gui Zhang
Publikováno v:
Advanced Materials Research. :1815-1819
In Nanning basin, because of the peculiar relief and stratum model, the bearing support soil layers for pile foundation of high-rise buildings generally is gravel layer or mudstone layers or sandstone layers. On first or second terrace in basin, grav
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0c7f05b9c32ec37544f4b3ad03f0eeb1
https://doi.org/10.4028/www.scientific.net/amr.433-440.1815
https://doi.org/10.4028/www.scientific.net/amr.433-440.1815
Autor:
Xin Gui Zhang, De Jian Wei
Publikováno v:
Applied Mechanics and Materials. :1650-1653
Expansive soil is called as “problem soil”, which has a characteristic of swelling by absorbing water and shrinking by losing water. So buildings and sub-grade which are built on expansive soil, are easier to damage for lager deformation. Due to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::888b24584d951fa5b5af1d1db47e7350
https://doi.org/10.4028/www.scientific.net/amm.130-134.1650
https://doi.org/10.4028/www.scientific.net/amm.130-134.1650
Publikováno v:
Applied Mechanics and Materials. :193-196
In this paper, based on measured data of practical engineering, the characters of single short pile under the static vertical load action in the normal stratum combination model of dualistic structure has been simulated by using ABAQUS finite element
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fbb85fd598b8c1a4bdc6cb6143e3e691
https://doi.org/10.4028/www.scientific.net/amm.55-57.193
https://doi.org/10.4028/www.scientific.net/amm.55-57.193
Publikováno v:
Applied Mechanics and Materials. :785-788
In the design of anchor bolt for slope reinforcement, determination of safety factor, anchorage length and free part length, choosing anchor-type were closely linked with the practical situation and experience of the designer. In this paper, in terms
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8179fc309650ff019083c2044658fb0f
https://doi.org/10.4028/www.scientific.net/amm.55-57.785
https://doi.org/10.4028/www.scientific.net/amm.55-57.785
Publikováno v:
Applied Mechanics and Materials. :105-108
In karst area, geology condition is complex, karst phenomena develop, underground water is prolific, even underground river and channel exist, rock surface fluctuates up and down in a large level, which will seriously influence type of pile foundatio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::da71dced1b96e2767415e128cb659a37
https://doi.org/10.4028/www.scientific.net/amm.55-57.105
https://doi.org/10.4028/www.scientific.net/amm.55-57.105
Publikováno v:
Advanced Materials Research. :891-894
The mudstone is formed under the special environment with soft-hard alternant strata in Nanning Basin . The composition,engineering and mechanical properties have a certain complexity and specificity,so the parameters of the mudstone are discrete and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b92570eb3d11de01036e4d2fdace5928
https://doi.org/10.4028/www.scientific.net/amr.204-210.891
https://doi.org/10.4028/www.scientific.net/amr.204-210.891
Publikováno v:
Advanced Materials Research. :985-988
The liquid soil stabilizer technology is a chemically modified method that can stabilize or reinforce those soils with weak engineering properties. In this paper, two typical high liquid limit soils ，which can not be directly used as subgrade mater
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4396bb084d5d5ac3c0e86f8587455731
https://doi.org/10.4028/www.scientific.net/amr.194-196.985
https://doi.org/10.4028/www.scientific.net/amr.194-196.985
Publikováno v:
Advanced Materials Research. :924-927
As a new pile type, short pile has been widely applied in many buildings especially high-rise buildings with good economic effect. However the theory of short pile has not been systematically established yet. In this paper, some interrelated theories
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2e6e2300d6d6ebada41dcf7d79e20f03
https://doi.org/10.4028/www.scientific.net/amr.204-210.924
https://doi.org/10.4028/www.scientific.net/amr.204-210.924