Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Chuanqin Yao"'
Publikováno v:
Case Studies in Construction Materials, Vol 21, Iss , Pp e03530- (2024)
The mechanical properties of soil located at cold areas may be deteriorated under freeze-thaw cycle condition. One-part geopolymer (OPG) is a kind of alkaline-activated material by using industrial by-products and solid alkali. Obviously, OPG can rep
Externí odkaz:
https://doaj.org/article/54c20d2f4079402e9d358c896e5af415
Publikováno v:
Lithosphere, Vol 2024, Iss 2 (2024)
This article highlights the development of a large shaking table test for sand liquefaction analysis. Two soil containers of different sizes were fabricated. The first one was small (0.87 m × 0.87 m × 1.20 m) in which the reconstitution and saturat
Externí odkaz:
https://doaj.org/article/83a07a1910354d369b76766c5f3756cd
Publikováno v:
Applied Sciences, Vol 13, Iss 9, p 5580 (2023)
The swelling pressure of bentonite changes dramatically due to diffused nuclear radiation heat and underground osmosis, causing the failure of the buffer isolation layer in deep geological repositories for the disposal of high-level radioactive waste
Externí odkaz:
https://doaj.org/article/a2d22db4433a46858d715fd541b4c642
Publikováno v:
Canadian Geotechnical Journal. 57:1820-1831
Pore fluid chemistry can significantly influence the shear strength characteristics of a clayey soil. To explore the underlying mechanisms, a series of ring shear experiments are performed on two natural clays, which represent two typical types of cl
Publikováno v:
International Journal of Geomechanics. 21
The pore-water status, including adsorptive and capillary water, in expansive clay with different dry densities was investigated under the effect of temperature and saline solution via the...
Publikováno v:
Applied Clay Science. 172:85-95
Swelling pressure is an important parameter for understanding the expansive nature of the bentonites and natural clayey soils. During the wetting process, the intergranular stresses evolve due to the capillarity and adsorption of clay minerals, and s
Publikováno v:
PanAm Unsaturated Soils 2017.