Oscar Rodrigue Michel Kenmoe
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Oscar Rodrigue Michel Kenmoe has a total of 14 co-authors. Here are the top co-authors by number of shared publications:
Luc Leroy Ngueyep Mambou
Department of Mining Engineering, School of Geology and Mining Engineering, University of Ngaoundéré, Ngaoundéré, Cameroon
4 shared publicationsFrançois Ngapgue
Department of Civil Engineering, Fotso Victor Institute of Technology of Bandjoun, University of Dschang, Dschang, Cameroon
2 shared publicationsLudovic Sylvain Armand Wouatong
Department of Earth Sciences, Faculty of Science, University of Dschang, Dschang, Cameroon
2 shared publicationsPaul Adamou
Department of Mining Engineering, School of Geology and Mining Engineering, University of Ngaoundéré, Ngaoundéré, Cameroon
2 shared publicationsSylvain Lawou Kouayep
Department of earth science and environment, High teacher training college, University of Bertoua, Bertoua, Cameroon
2 shared publicationsA. S. L. Wouatong
Department of Earth Sciences, Faculty of Science, University of Dschang, Dschang, Cameroon
1 shared publication
Latest Publications
- Open Access
- 23 February 2026
- Published by Springer Nature in Discover Geoscience
- Vol. 4 (1) , 87
Stability analysis and modeling of the Widikum landslide (North-West Cameroon) using FLAC 2D software
- 23 February 2026
- Published by Springer Nature in Discover Geoscience
- Vol. 4 (1) , 87
Open AccessStability analysis and modeling of the Widikum landslide (North-West Cameroon) using FLAC 2D software
- Open Access
- 29 November 2025
- Published by Springer Nature in Discover Civil Engineering
- Vol. 2 (1) , 214
Quality assessment of Bertoua Eastern quarry aggregates (East-Cameroon): implications in civil engineering works
- 29 November 2025
- Published by Springer Nature in Discover Civil Engineering
- Vol. 2 (1) , 214
Open AccessQuality assessment of Bertoua Eastern quarry aggregates (East-Cameroon): implications in civil engineering works
- Open Access
- 12 May 2025
- Published by Springer Nature in Research Square
Stability analysis and modeling of the mass movement in the Widikum and its surroundings localities (North-West Cameroon) using FLAC 2D software
This study uses FLAC 2D software to model the mass movement of the slope and assess its stability. Both laboratory and field work have been done. The investigation was done on five mass movement slope locations: Keunom Tiben, Ogwei Tiben, Ofen Tiben, Numba, and Fifty One. Each slope's safety parameters were determined. The materials under study have a water content ranging from 15.1 to 47.4%, are porous (44–58%), and are not extremely plastic with plastic (14.8–29.3%). They are hence extremely vulnerable to creep. Furthermore, the comparatively weak friction angle spans from 5.68 to 32.13°, while the cohesiveness is quite low, ranging from 0.10 to 0.45 bars. Additionally, the Ogwei Tiben, Ofen Tiben, Numba, and Fifty One sites had safety factors of 0.85, 0.98, 0.99, and 0.65 less than 1, respectively. Keunom Tiben is stable, nevertheless (FOS = 2.96). These slopes are hazardous to the nearby population and structures because the safety factor tends to zero as the water height in each profile increases.
- 12 May 2025
- Published by Springer Nature in Research Square
Open AccessStability analysis and modeling of the mass movement in the Widikum and its surroundings localities (North-West Cameroon) using FLAC 2D software
This study uses FLAC 2D software to model the mass movement of the slope and assess its stability. Both laboratory and field work have been done. The investigation was done on five mass movement slope locations: Keunom Tiben, Ogwei Tiben, Ofen Tiben, Numba, and Fifty One. Each slope's safety parameters were determined. The materials under study have a water content ranging from 15.1 to 47.4%, are porous (44–58%), and are not extremely plastic with plastic (14.8–29.3%). They are hence extremely vulnerable to creep. Furthermore, the comparatively weak friction angle spans from 5.68 to 32.13°, while the cohesiveness is quite low, ranging from 0.10 to 0.45 bars. Additionally, the Ogwei Tiben, Ofen Tiben, Numba, and Fifty One sites had safety factors of 0.85, 0.98, 0.99, and 0.65 less than 1, respectively. Keunom Tiben is stable, nevertheless (FOS = 2.96). These slopes are hazardous to the nearby population and structures because the safety factor tends to zero as the water height in each profile increases.
- 16 August 2023
- Published by Springer Nature in Arabian Journal of Geosciences
- Vol. 16 (9) , 1-15
Stability analysis of the cut slopes in the locality of Limbe using numerical modeling (South-West Cameroon)
- 16 August 2023
- Published by Springer Nature in Arabian Journal of Geosciences
- Vol. 16 (9) , 1-15
Stability analysis of the cut slopes in the locality of Limbe using numerical modeling (South-West Cameroon)
- 25 November 2020
- Published by Springer Nature in SN Applied Sciences
- Vol. 2 (12) , 1-10
Petrographical and geomechanical assessment of Widikum and its surroundings’ geological formations (North-West Cameroon) as construction materials
- 25 November 2020
- Published by Springer Nature in SN Applied Sciences
- Vol. 2 (12) , 1-10
Petrographical and geomechanical assessment of Widikum and its surroundings’ geological formations (North-West Cameroon) as construction materials