Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Xiaowei Tang"'
Publikováno v:
Journal of Materials in Civil Engineering. 35
Publikováno v:
KSCE Journal of Civil Engineering. 25:4106-4120
Non-intrusive observation of the spatial deformation field of the soil has been a difficult problem for model test measurements. Based on the advantage that the visualization test method of transparent soil can observe the two-dimensional (2D) deform
Publikováno v:
Frontiers of Structural and Civil Engineering. 15:506-519
Lateral displacement due to liquefaction (DH) is the most destructive effect of earthquakes in saturated loose or semi-loose sandy soil. Among all earthquake parameters, the standardized cumulative absolute velocity (CAV5) exhibits the largest correl
Publikováno v:
Frontiers of Structural and Civil Engineering. 15:80-98
Liquefaction-induced lateral displacement is responsible for considerable damage to engineered structures during major earthquakes. Therefore, an accurate estimation of lateral displacement in liquefaction-prone regions is an essential task for geote
Publikováno v:
Frontiers of Structural and Civil Engineering. 14:1476-1491
The unprecedented liquefaction-related land damage during earthquakes has highlighted the need to develop a model that better interprets the liquefaction land damage vulnerability (LLDV) when determining whether liquefaction is likely to cause damage
Publikováno v:
Composite Structures. 305:116470
Autor:
Xiaowei Tang, Tao Li
Publikováno v:
European Journal of Environmental and Civil Engineering. 26:3706-3728
Clay and silt have complicated effects on the undrained behaviour of sands. To study the influences of low clay and silt contents on the undrained behaviour of sands in the clay–silt–sand mixtures,...
Publikováno v:
KSCE Journal of Civil Engineering. 24:1128-1145
This paper presents a series of physical modelling tests of jacked-pile penetration into sand, combining the transparent soil and incremental reliability-guided particle image velocimetry, which provides a non-intrusively internal deformation measure
Publikováno v:
Soils and Foundations. 62:101110
Autor:
Lijuan Wang, Libing Liao, Huan Gao, Yufei Liang, Hao Liu, Guocheng Lv, Xiaowei Tang, Lefu Mei
Publikováno v:
Construction and Building Materials. 313:125417
Porous geopolymers can be potentially applied in building thermal insulation. In this work, we investigated the durability of porous perlite geopolymer by long-term aging experiments under high temperature (50 ℃) and relative humidity (98%). Sample