Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Zhi-Nan Lin"'
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
To study the effect of three-dimensional reinforcement arrangement on the behavior of a gravelly sand, triaxial tests were performed on specimens reinforced with geogrid sheet, geogrid cell, and one and two layers of geogrid sheet and geocell combina
Externí odkaz:
https://doaj.org/article/dcf05003564d4f0f896510b0d8cc66d5
Publikováno v:
Applied Sciences, Vol 11, Iss 24, p 12152 (2021)
In view of the dynamic response of geogrid-reinforced gravel under high-speed train load, this paper explores the dynamic characteristics of geogrid-reinforced gravel under semi-sine wave cyclic loading. A number of large scale cyclic triaxial tests
Externí odkaz:
https://doaj.org/article/ef441bc00b4c4bdb87f25c3eae0f7655
Publikováno v:
Arabian Journal of Geosciences. 15
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::08666a58f451f52f4d1df2deb701a642
https://doi.org/10.1007/s12517-022-10722-1
https://doi.org/10.1007/s12517-022-10722-1
Publikováno v:
Rock Mechanics and Rock Engineering. 54:1999-2012
In this study, constant confining pressure (CCP) and reducing confining pressure (RCP) triaxial compression tests were conducted for mechanical characterization of a sandstone material. These triaxial experiments were carried out within a range of co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7eacd9087c9a5562ae56fda42eed0e60
https://doi.org/10.1007/s00603-020-02357-z
https://doi.org/10.1007/s00603-020-02357-z
Publikováno v:
Arabian Journal of Geosciences. 15
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5906501a1e54870b168036237ce78f13
https://doi.org/10.1007/s12517-022-09891-w
https://doi.org/10.1007/s12517-022-09891-w
Publikováno v:
2021 7th International Conference on Hydraulic and Civil Engineering & Smart Water Conservancy and Intelligent Disaster Reduction Forum (ICHCE & SWIDR).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::329ecdbe363fb62219fe20cb3ffbe1bd
https://doi.org/10.1109/ichceswidr54323.2021.9656263
https://doi.org/10.1109/ichceswidr54323.2021.9656263
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
To study the effect of three-dimensional reinforcement arrangement on the behavior of a gravelly sand, triaxial tests were performed on specimens reinforced with geogrid sheet, geogrid cell, and one and two layers of geogrid sheet and geocell combina
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2f091e076fbb99e06e1f7e69a7752f19
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 861:072090
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b72277dcb052384d260fa3a981e8a6c7
https://doi.org/10.1088/1755-1315/861/7/072090
https://doi.org/10.1088/1755-1315/861/7/072090
Publikováno v:
International Journal of Rock Mechanics and Mining Sciences. 130:104312
The strength of stratified rocks is closely related to their inherent structural anisotropy, which cannot be accurately represented by the isotropic failure criteria. In this study, the Pietruszczak-Mroz (PM) anisotropic failure criterion was used to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::58523c5a0c220bdafd0f9c5266ac8248
https://doi.org/10.1016/j.ijrmms.2020.104312
https://doi.org/10.1016/j.ijrmms.2020.104312
Publikováno v:
Journal of Engineered Fibers and Fabrics. 15:155892502095852
Only considered creep behavior of geosynthetics in the design and construction of reinforced structures, not that the creep behavior of reinforced materials considered geosynthetics-sand interaction under different loading levels. A series of creep t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eb2c028a081d6feb15172c5a62347a31
https://doi.org/10.1177/1558925020958520
https://doi.org/10.1177/1558925020958520