A novel method incorporating digital image processing and A-star algorithm for soil-rock mixture (SRM) slope stability-Reference-Cited by-同舟云学术

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A novel method incorporating digital image processing and A-star algorithm for soil-rock mixture (SRM) slope stability

Published:2023-03-18 Issue:7 Volume:82 Page:
ISSN:1866-6280
Container-title:Environmental Earth Sciences
language:en
Short-container-title:Environ Earth Sci

Author:

Liu Shiqi,Cheng Zhichao,Qu Xiao

Funder

National Key Research and Development Program of China

Postgraduate Research & Practice Innovation Program of Jiangsu Province

Publisher

Springer Science and Business Media LLC

Subject

Earth-Surface Processes,Geology,Pollution,Soil Science,Water Science and Technology,Environmental Chemistry,Global and Planetary Change

Link

https://link.springer.com/content/pdf/10.1007/s12665-023-10866-7.pdf

Reference43 articles.

1. Afifipour M, Moarefvand P (2014) Mechanical behavior of bimrocks having high rock block proportion. Int J Rock Mech Min Sci 65:40–48. https://doi.org/10.1016/j.ijrmms.2013.11.008

2. Azarafza M, Ghazifard A, Akgün H, Asghari-Kaljahi E (2019) Development of a 2D and 3D computational algorithm for discontinuity structural geometry identification by artificial intelligence based on image processing techniques. Bull Eng Geol Env 78(5):3371–3383. https://doi.org/10.1007/s10064-018-1298-2

3. Azarafza M, Koçkar MK, Faramarzi L (2021a) Spacing and block volume estimation in discontinuous rock masses using image processing technique: a case study. Environ Earth Sci 80(14):1–13. https://doi.org/10.1007/s12665-021-09768-3

4. Azarafza M, Nanehkaran YA, Akgun H, Mao Y (2021b) Application of an image processing-based algorithm for river-side granular sediment gradation distribution analysis. Adv Mater Res 10(3):229–244. https://doi.org/10.1155/2021/6013252

5. Börgesson L, Johannesson L-E, Gunnarsson D (2003) Influence of soil structure heterogeneities on the behaviour of backfill materials based on mixtures of bentonite and crushed rock. Appl Clay Sci 23(1–4):121–131. https://doi.org/10.1016/S0169-1317(03)00094-2

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