Methodology for Resloping of Rock Slope Using 3D Models from UAV-CRP Technology-Reference-Cited by-同舟云学术

Methodology for Resloping of Rock Slope Using 3D Models from UAV-CRP Technology

Published:2021-09 Issue:9 Volume:147 Page:05021005
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Congress Surya Sarat Chandra¹^ORCID,Puppala Anand J.²^ORCID,Kumar Prince³,Banerjee Aritra⁴^ORCID,Patil Ujwalkumar⁵^ORCID

Affiliation:

1. Senior Research Engineer, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77843. ORCID:

2. A.P. and Florence Wiley Chair Professor, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77843 (corresponding author). ORCID: .

3. Doctoral Student, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77843.

4. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Bear, DE 19701. ORCID:

5. Assistant Professor, Dept. of Civil Engineering (Geotechnical), Univ. of Guam, Mangilao, GU 96923. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002591

Reference66 articles.

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2. Using an Unmanned Aerial Vehicle-Based Digital Imaging System to Derive a 3D Point Cloud for Landslide Scarp Recognition

3. Anagnosti P. 1969. “Three-dimensional stability of fill dams.” In Proc. 7th Int. Conf. on Soil Mechanics and Foundation Engineering 275–280. London: International Society for Soil Mechanics and Geotechnical Engineering. https://www.issmge.org/publications/publication/three-dimensional-stability-of-fill-dams.

4. Arellano D. and T. D. Stark. 2000. “Importance of three-dimensional slope stability analyses in practice.” In Proc. Slope Stabilty 2000 18–32. Reston VA: ASCE. https://doi.org/10.1061/40512%28289%292.

5. End effects on stability of cohesive slopes;Baligh M. M.;J. Geotech. Geoenviron. Eng.,1975

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