Zobrazeno 1 - 10
of 18
pro vyhledávání: '"Wenyuan Ren"'
Publikováno v:
Buildings, Vol 13, Iss 1, p 149 (2023)
In order to study the feasibility and sand substitution mechanism of cement mortar mixed with iron ore tailings (IOT), iron ore tailings cement mortars (referred to as IOTC) with IOT content of 0%, 25%, and 50% were made and tested. First, the basic
Externí odkaz:
https://doaj.org/article/86035d4f29cb4ec385b6b27721a06d36
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
This paper targets the expansive soils in Heilongjiang and Ankang to explore the influence of initial dry density, dry-wet cycle, and freeze-thaw cycle on the soil-water characteristics. The centrifuge method was used to obtain the soil-water charact
Externí odkaz:
https://doaj.org/article/ebd5a34a7a51427185694d75834be77c
Publikováno v:
Complexity, Vol 2018 (2018)
Three-dimensional (3D) characterisation and modelling of cracking in concrete have been always of great importance and interest in civil engineering. In this study, an in situ microscale X-ray computed tomography (XCT) test was carried out to charact
Externí odkaz:
https://doaj.org/article/d6d11247f7584c438db37625ae69bdf4
Publikováno v:
International Journal of Structural Stability and Dynamics.
For rail-cum-road bridges with single-level arrangement, there are not only dynamic interference, but also aerodynamic interference between trains and vehicles, which means that the train-induced winds generated by high-speed trains are non-negligibl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::babcf5e1dee8ade60b9222c2e009140c
https://doi.org/10.1142/s0219455423501328
https://doi.org/10.1142/s0219455423501328
Publikováno v:
Bulletin of Engineering Geology and the Environment. 80:6689-6704
Due to the perennial influence by west wind climate, the loess in Ili, China, is obviously different from that in the loess plateau of the monsoon area, showing the characteristics of large collapsible deformation and high soluble salt content. Durin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e3fa66fa1dcd2b6ec0340852cd76595e
https://doi.org/10.1007/s10064-021-02340-0
https://doi.org/10.1007/s10064-021-02340-0
Autor:
Hanlin Wei, Aijun Zhang, Miansong Huang, Mi Wenjing, Wenyuan Ren, Jinfang Hu, Tao Yang, Yuguo Wang
Publikováno v:
Soils and Foundations. 61:453-464
The application of lightweight soil for changing and filling is an effective foundation treatment method for the construction of sponge cities in collapsible loess areas. In this paper, the L25(54) orthogonal test targeting on the strength, permeabil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a3c52de0ac36ba9b52f70a92d75f4e39
https://doi.org/10.1016/j.sandf.2021.01.004
https://doi.org/10.1016/j.sandf.2021.01.004
Publikováno v:
Soils and Foundations. 58:1476-1491
To study the settling characteristics of Ili loess, a field immersion test was implemented on thick collapsible loess with seepage holes to speed up the collapse. The loess at the test site belongs to the Q3eol stratum and had a thickness of 30 m. Th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::566cbef3d1f133d271967bbabeee866c
https://doi.org/10.1016/j.sandf.2018.08.005
https://doi.org/10.1016/j.sandf.2018.08.005
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
This paper targets the expansive soils in Heilongjiang and Ankang to explore the influence of initial dry density, dry-wet cycle, and freeze-thaw cycle on the soil-water characteristics. The centrifuge method was used to obtain the soil-water charact
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0128abb50a67dcbcacac9254f72ca254
https://doaj.org/article/ebd5a34a7a51427185694d75834be77c
https://doaj.org/article/ebd5a34a7a51427185694d75834be77c
In order to reveal the mechanical characteristics of the unsaturated undisturbed Ili loess in westerly region, the isotropic compression tests controlling suction, the triaxial shrinkage tests controlling net mean stress and consolidation shear tests
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0b9ee369b75b3686397aba0698fe2f33
https://doi.org/10.22541/au.160562656.68906452/v1
https://doi.org/10.22541/au.160562656.68906452/v1
Publikováno v:
Complexity, Vol 2018 (2018)
Three-dimensional (3D) characterisation and modelling of cracking in concrete have been always of great importance and interest in civil engineering. In this study, an in situ microscale X-ray computed tomography (XCT) test was carried out to charact
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::dc40c2391fcb56c6bf3afc0cd97abb73
https://doi.org/10.1155/2018/3856584
https://doi.org/10.1155/2018/3856584