IAD Index of Academic Documents
  • Home Page
  • About
    • About Izmir Academy Association
    • About IAD Index
    • IAD Team
    • IAD Logos and Links
    • Policies
    • Contact
  • Submit A Journal
  • Submit A Conference
  • Submit Paper/Book
    • Submit a Preprint
    • Submit a Book
  • Contact
  • Teknik Dergi
  • Volume:32 Issue:2
  • Consolidated Undrained Monotonic Shearing Response of Hydrophobic Kızılırmak Sand

Consolidated Undrained Monotonic Shearing Response of Hydrophobic Kızılırmak Sand

Authors : Kemal ÇETİN, Hüseyin Melih TATAR
Pages : 10675-10694
Doi:10.18400/tekderg.543306
View : 10 | Download : 2
Publication Date : 2021-03-01
Article Type : Research Paper
Abstract :Geotechnical properties of hydrophilic insert ignore into journalissuearticles values(wettable); sands have been widely discussed in the literature. However, sands may gain hydrophobic insert ignore into journalissuearticles values(non-wettable); properties after being exposed to a hydrophobic agent in the nature. The number of available studies regarding the response of hydrophobic sands is very limited, and mostly focus on their environmental and hydrological aspects. To close this gap, a controlled laboratory testing program, consisting of 18 monotonic strain-controlled consolidated undrained triaxial shear tests, was designed. Tests were performed on fully saturated hydrophilic and hydrophobic re-constituted Kızılırmak sand samples of different relative densities with pore water measurements. Hydrophobic samples were prepared by using 1 and 2 % WD-40 lubricant by mass. The effect of hydrophobic agent was assessed by comparing the stress – excess pore water pressure - strain responses of hydrophobic sand samples with those of conventional insert ignore into journalissuearticles values(hydrophilic); sand samples. Test results revealed that addition of hydrophobic agent increases the dilatancy of sands at low confining stresses insert ignore into journalissuearticles values(~100kPa); by decreasing the excess pore water pressure generation. At higher confining stresses insert ignore into journalissuearticles values(~400kPa); this effect is less pronounced. Moreover, the addition of hydrophobic agent up to 2% by mass does not systematically and significantly change the effective angle of shearing resistance of sand samples, independent of their initial relative density and confining stress levels.
Keywords : Kızılırmak sand, CU triaxial shear test, hydrophobicity, WD 40 lubricant, dilatancy, density, effective stress, critical state, stress strain response

ORIGINAL ARTICLE URL
VIEW PAPER (PDF)

* There may have been changes in the journal, article,conference, book, preprint etc. informations. Therefore, it would be appropriate to follow the information on the official page of the source. The information here is shared for informational purposes. IAD is not responsible for incorrect or missing information.


Index of Academic Documents
İzmir Academy Association
CopyRight © 2023-2025