Application of a Probabilistic Method Based on Neutrosophic Number in Rock Slope Stability Assessment

The stability of natural rock slopes is influenced by a wide spectrum of factors, such as mechanical properties of bedrocks and spatial distribution of discontinuities. Their specific values are typically incomplete, due mainly to the lack of effective and comprehensive methods to accurately charact...

Täydet tiedot

Bibliografiset tiedot
Päätekijät: Bo Li, Kaifeng Zhou, Jun Ye, Peng Sha
Aineistotyyppi: Artikkeli
Kieli:English
Julkaistu: MDPI AG 2019-06-01
Sarja:Applied Sciences
Aiheet:
Linkit:https://www.mdpi.com/2076-3417/9/11/2309