Authors :
Liberty Munashe Nyandoro; Maideyi Lydia Meck; Fadzanai Bornwell Mupaya
Volume/Issue :
Volume 9 - 2024, Issue 9 - September
Google Scholar :
https://tinyurl.com/49cpt82s
Scribd :
https://tinyurl.com/3bbva68h
DOI :
https://doi.org/10.38124/ijisrt/IJISRT24SEP1691
Note : A published paper may take 4-5 working days from the publication date to appear in PlumX Metrics, Semantic Scholar, and ResearchGate.
Abstract :
In March 2019, the Southeastern part of the
Zimbabwe craton, Chimanimani, experienced a landslide
that resulted in at least 350 deaths. There is considerable
work currently ongoing in Chimanimani by researchers
and experts to understand the landslides and prevent or
minimise future damage. The objective of this study was
to meticulously examine the role of geological structures
in precipitating landslides using the Chimanimani district
as a case study area. Comprehensive fieldwork
encompassing site inspections, detailed structural
mapping, petrographic analysis, and geotechnical
assessments of outcrops was undertaken. The findings
revealed that the region had experienced multiple
deformation episodes, leading to its classification into
three principal strain zones. These zones showed a
positive correlation with historical and current landslide
occurrences. It was noted that micro-faults were emerging
progressively across various rock types. Both
macroscopic and microscopic faults, along with joint
systems, were identified as pivotal factors in both the
onset and advancement of landslides. The majority of
landslides were found on slopes with a concave upward
geometry where fault planes inclined towards the slope's
base. The orientation, continuity, and type of minerals
filling the joints were also found to significantly influence
landslide activity in Chimanimani. The presence of clay
within micro-faults or joints was hypothesized to
exacerbate fracture expansion due to its swelling
properties upon moisture absorption. The study
concluded that areas exhibiting a fault density exceeding
0.8km/km2 were highly susceptible to landslide events.
Keywords :
Landslides, Geological Structures, Deformation, Strain Zones, Micro-Faults.
References :
- Andrea, P., Michel, J., R, F.C., Willem, L.C. and Francisco, M. (2011) ‘Structural analysis of Turtle Mountain: origin and influence of fractures in the development of rock slope failures’, Geological Society, London, Special Publications, 351(1), pp. 163–183. Available at: https://doi.org/10.1144/SP351.9.
- Bamisaiye, O.A. (2019) ‘Landslide in parts of southwestern Nigeria’, SN Applied Sciences, 1(7). Available at: https://doi.org/10.1007/s42452-019-0757-0.
- Bray, J.D., Seed, R.B., Cluff, L.S. and Seed, H.B. (1994) ‘Earthquake fault rupture propagation through soil’, Journal of Geotechnical Engineering, 120(3). Available at: https://doi.org/10.1061/(ASCE)0733-9410(1994)120:3(543).
- Brzovic, A. and Villaescusa, E. (2007) ‘Rock mass characterization and assessment of block-forming geological discontinuities during caving of primary copper ore at the El Teniente mine, Chile’, International Journal of Rock Mechanics and Mining Sciences, 44(4), pp. 565–583. Available at: https://doi.org/https://doi.org/10.1016/j.ijrmms.2006.09.010.
- Cahyani, H.E., Warsini, S. and Raymomdalexas, C.M. (2023) ‘Post-Traumatic Stress Disorder (PTSD) Among Landslide Survivors: a Descriptive Study’, Psychiatry Nursing Journal (Jurnal Keperawatan Jiwa), 5(1). Available at: https://doi.org/10.20473/pnj.v5i1.43718.
- Cai, X., Zhou, Z., Liu, K., Du, X. and Zang, H. (2019) ‘Water-Weakening Effects on the Mechanical Behavior of Different Rock Types: Phenomena and Mechanisms’, Applied Sciences, 9(20). Available at: https://doi.org/10.3390/app9204450.
- Hackl, M., Malservisi, R. and Wdowinski, S. (2009) ‘Strain rate patterns from dense GPS networks’, Natural Hazards and Earth System Sciences, 9(4), pp. 1177–1187. Available at: https://doi.org/10.5194/nhess-9-1177-2009.
- Lan, H., Liu, X., Li, L., Li, Q., Tian, N. and Peng, J. (2022) ‘Remote Sensing Precursors Analysis for Giant Landslides’, Remote Sensing. Available at: https://doi.org/10.3390/rs14174399.
- Li, S., Wu, X., Sun, F., Yang, J. and Li, J. (2022) ‘Environmental geological problems in Southwest China: A case study from the researches of regional landslide hazards’, Nature Environment and Pollution Technology, 21(1), pp. 159–165. Available at: https://doi.org/https://doi.org/10.46488/NEPT.2022.v21i01.017.
- Mukwakwami, J. (2012) ‘Structural Geology of the Umkondo Group in Eastern Zimbabwe and Geochronology of Associated Mafic Rocks and Possible Correlatives in Zimbabwe.’
- Munsaka, E., Mudavanhu, C., Sakala, L., Manjeru, P. and Matsvange, D. (2021) ‘When Disaster Risk Management Systems Fail: The Case of Cyclone Idai in Chimanimani District, Zimbabwe’, International Journal of Disaster Risk Science, 12(5). Available at: https://doi.org/10.1007/s13753-021-00370-6.
- Popescu, M.E. and Sasahara, K. (2009) ‘Engineering Measures for Landslide Disaster Mitigation’, in K. Sassa and P. Canuti (eds) Landslides – Disaster Risk Reduction. Berlin, Heidelberg: Springer Berlin Heidelberg, pp. 609–631. Available at: https://doi.org/10.1007/978-3-540-69970-5_32.
- Roland, E., Haeussler, P., Parsons, T. and Hart, P. (2020) ‘Submarine Landslide Kinematics Derived From High-Resolution Imaging in Port Valdez, Alaska’, Journal of Geophysical Research: Solid Earth, 125(7). Available at: https://doi.org/10.1029/2019JB018007.
- Saiyar, M.S., Take, W.A. and Moore, I.D. (2015) ‘Post-failure fracture angle of brittle pipes subjected to differential ground movements’, Tunnelling and Underground Space Technology, 49. Available at: https://doi.org/10.1016/j.tust.2015.04.009.
- Scherer, G.W. and Gonzalez, I.J. (2005) ‘Characterization of swelling in clay-bearing stone’, in A. V Turkington (ed.) Stone Decay in the Architectural Environment. Geological Society of America, p. 0. Available at: https://doi.org/10.1130/0-8137-2390-6.51.
- Sendir, H. and Yilmaz, I. (2002) ‘Structural, geomorphological and geomechanical aspects of the Koyulhisar landslides in the North Anatolian Fault Zone (Sivas, Turkey)’, Environmental Geology, 42(1). Available at: https://doi.org/10.1007/s00254-002-0528-9.
- Stead, D. and Eberhardt, E. (2013) ‘Understanding the mechanics of large landslides’, Italian Journal of Engineering Geology and Environment, 2013(1).
- Sun, Y., Li, D., Miao, F., She, X., Yang, S. and Xie, X. (2022) ‘Effects of Weak Bedding Plane, Fault, and Extreme Rainfall on the Landslide Event of a High Cut-Slope’, Sensors, 22(18). Available at: https://doi.org/10.3390/s22186790.
- USGS EarthExplorer (2023) USGS Earth Explorer. Available at: https://earthexplorer.usgs.gov/ (Accessed: 10 October 2023).
- Watson, R.L.A. (1969) The Geology of the Cashel, Melsetter and Chipinga Areas - Rhodesia Geological Survey Bulletin No.60. Unpublished.
- Wen, B., Wang, S., Wang, E. and Zhang, J. (2004) ‘Characteristics of rapid giant landslides in China’, Landslides, 1(4), pp. 247–261. Available at: https://doi.org/10.1007/s10346-004-0022-4.
- Wolfram Schneider (2024) BBBike extracts OpenStreetMap. Available at: https://extract.bbbike.org/ (Accessed: 19 March 2024).
- Zhang, R. and Wang, B. (2023) ‘Analysis of the effects of vertical joints on the stability of loess slope’, Scientific Reports, 13(1), p. 4270. Available at: https://doi.org/10.1038/s41598-023-31033-9.
In March 2019, the Southeastern part of the
Zimbabwe craton, Chimanimani, experienced a landslide
that resulted in at least 350 deaths. There is considerable
work currently ongoing in Chimanimani by researchers
and experts to understand the landslides and prevent or
minimise future damage. The objective of this study was
to meticulously examine the role of geological structures
in precipitating landslides using the Chimanimani district
as a case study area. Comprehensive fieldwork
encompassing site inspections, detailed structural
mapping, petrographic analysis, and geotechnical
assessments of outcrops was undertaken. The findings
revealed that the region had experienced multiple
deformation episodes, leading to its classification into
three principal strain zones. These zones showed a
positive correlation with historical and current landslide
occurrences. It was noted that micro-faults were emerging
progressively across various rock types. Both
macroscopic and microscopic faults, along with joint
systems, were identified as pivotal factors in both the
onset and advancement of landslides. The majority of
landslides were found on slopes with a concave upward
geometry where fault planes inclined towards the slope's
base. The orientation, continuity, and type of minerals
filling the joints were also found to significantly influence
landslide activity in Chimanimani. The presence of clay
within micro-faults or joints was hypothesized to
exacerbate fracture expansion due to its swelling
properties upon moisture absorption. The study
concluded that areas exhibiting a fault density exceeding
0.8km/km2 were highly susceptible to landslide events.
Keywords :
Landslides, Geological Structures, Deformation, Strain Zones, Micro-Faults.