Отправить статью по E-mail Loess Soil Stabilization by Means of SiO2 Nanoparticles
- Авторы: Lv Q.1, Chang C.1, Zhao B.1, Ma B.1
-
Учреждения:
- Key Laboratory of Mechanics on Western Disaster and Environment Mechanics, Department of Geological Engineering, Lanzhou University
- Выпуск: Том 54, № 6 (2018)
- Страницы: 409-413
- Раздел: Technology and Work Production
- URL: https://journal-vniispk.ru/0038-0741/article/view/244137
- DOI: https://doi.org/10.1007/s11204-018-9488-2
- ID: 244137
Цитировать
Открытый доступ
Доступ предоставлен
Только для подписчиков
Аннотация
This article presents the stress-strain characteristics of loess stabilized by SiO2 nanoparticles of different diameters. Atterberg limits, X-ray diffraction (XRD), Fourier transform infrared spectroscopy (FTIR), and specific surface area tests were also carried out. The phase characteristics, chemical composition, microstructure, and specific surface area of the stabilized loess were analyzed. The addition of SiO2 nanoparticles was found to improve the mechanical properties of loess soil effectively.
Об авторах
Qingfeng Lv
Key Laboratory of Mechanics on Western Disaster and Environment Mechanics, Department of Geological Engineering, Lanzhou University
Email: smfe@mail.ru
Китай, Lanzhou
Chengrui Chang
Key Laboratory of Mechanics on Western Disaster and Environment Mechanics, Department of Geological Engineering, Lanzhou University
Email: smfe@mail.ru
Китай, Lanzhou
Benhai Zhao
Key Laboratory of Mechanics on Western Disaster and Environment Mechanics, Department of Geological Engineering, Lanzhou University
Email: smfe@mail.ru
Китай, Lanzhou
Bo Ma
Key Laboratory of Mechanics on Western Disaster and Environment Mechanics, Department of Geological Engineering, Lanzhou University
Email: smfe@mail.ru
Китай, Lanzhou
Дополнительные файлы
