The study is mainly focused on the landslide susceptibility mapping. The different primary data were collected and systematic sampling was done to find the various geotechnical properties of earth materials. The Lesser Himalayan rocks are represented by phyllites, pelitic schists, white quartzite, Meta carbonates, graphitic schist, laminated quartzite and garnetiferous schists. These lithological units of the Lesser Himalaya are compared with the units of Nuwakot Complex in central Nepal. The phyllites are the oldest unit in the Lesser Himalaya of the study area and white quartzite is present towards the lower parts whereas phyllite occur in the lower and upper portion and metabasic rock (mainly amphibolites) is also present. There are numerous small-scale folds and normal faults present in the study area. In the south part lies major structure called Phalebas thrust. In the study area more than 200 m thick quaternary alluvial is present. The landslide distribution was identified with the assistance of Google earth to generate the landslide inventory. Logistic Regression Model was used for the preparation of landslide susceptibility map of the area. The causative factors such as elevation, slope, curvature, land use, geology, rainfall, soil type, soil thickness topographic wetness index, stream density, were used to prepare the landslide susceptibility map. All the thematic layers of these parameters were made using ArcGIS 10.4.1.
Published in | American Journal of Applied Scientific Research (Volume 9, Issue 4) |
DOI | 10.11648/j.ajasr.20230904.13 |
Page(s) | 163-173 |
Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
Copyright |
Copyright © The Author(s), 2023. Published by Science Publishing Group |
Landslide, Geology, Logistic Regression, Susceptibility and GIS
[1] | Stöcklin, J., 1980. Geology of Nepal in its regional frame. Journal of Geological Society of London, v. 137, pp. 1-34. |
[2] | Stöcklin, J., and Bhattarai, K. D. 1977. Geology of Kathmandu Area and Central Mahabharat Range, Nepal Himalaya: Report of Dept. of Mines and Geology/ UNDP (unpublished), pp. 86. |
[3] | Gansser, A., 1964. In: Geology of the Himalayas. Wiley Interscience, London. 289 p. |
[4] | Dangi, H., Bhattarai, T. N., & Thapa, P. B., 2019. An approach of preparing earthquake induced landslide hazard map: a case study of Nuwakot District, central Nepal. Nepal Geological Society, v. 58, pp. 153–162. |
[5] | Shrestha, J. N., Prddhananga, U. B., and Pardhan, P. M, 2000. Geological map of Western Nepal. Department of Mines and Geology (DMG), Ktm, 1: 50,000. |
[6] | Auden, J. B., 1935. Traverses in the Himalaya. Records of the Geological Survey of India v. 69, pp. 123-167. |
[7] | Hagen, T., 1969. Report on the geological Survey of Nepal. Preliminary reconnaissance: Denkschriften der Schweizerischen Naturforchenden Gesellschaft, Memoires de la Societte Helvetique des Sciences naturees, Zurich, v. 86, pp. 185. |
[8] | Dhital, M. R., 2000. An overview of landslide hazard mapping and rating systems in Nepal. Journal Nepal Geological Society special issue, v. 22, pp. 533-538. |
[9] | Sakai H., 1985. Geology of the Kali Gandaki Supergroup of the Lesser Himalayas in Nepal. Memoirs of the Faculty of Science Kyushu University Series D Geology, 25, pp. 337-397. |
[10] | Upreti, B. N., 1999. An overview of the stratigraphy and tectonics of the Nepal Himalaya. Journal of Asian Earth sciences, v. 17, pp. 577-606. |
[11] | Argand, E., 1924. La tectonique de la sie. Conference Rendus 1913 Congress Geologique International, Belgique (1992). Villant-Carmanne, liege, pp. 171-372. |
[12] | Dhital, M. R., Thapa, P. B., and Ando, H., 2002. Geology of the inner Lesser Himalaya between Kushma and Syangja in western Nepal. Bull. Dept. Geol., Tribhuvan University, v. 9, pp. 1-69. |
[13] | Varnes, D. J., 1978. Slope movement type and processes. In: Landslides, Analysis and Control. Special Report 176, Transportation Research Board, Washington, pp. 11-33. |
[14] | Ayalew, L., Yamagishi, H., 2005. The application of GIS-based logistic regression for the susceptibility mapping in the Kakuda-Yahiko Mountains, central Japan. Geomorphology, 65 (1- 2): 15-31. |
[15] | Colchen, M., Le Fort, P., Pêcher, A. 1986. Annapurna-Manaslu-Ganesh Himal notice de la carte géologique au 1/200,000. Researches géologiques dans 1’Himalaya du Népal. Centre de Researches pétrographiques et Géochmmiques, Paris. (In French and English). |
[16] | Le Fort, P., 1975a. Himalaya: the collided range: Present knowledge of the continental arc. American Journal of Science v. 275-A, pp. 1-44. |
[17] | Bieniawski (1989) Bieniawski, Z. T., 1989. Engineering Rock Mass Classification, Wiley. London, 251p. |
[18] | Chen, Z., Wang, J., 2007. Landslide hazard mapping using logistic regression model in Mackenzie Valley Canada. Nat Hazards, v. 42, pp. 75-89. |
[19] | Dahal, R. K., Hasegawa, S., Nonomura, A., Yamanaka, M., Dhakal, S., and Paudyal, P., 2008. Predictive modeling of rainfall-induced landslide hazard in the Lesser Himalaya of Nepal based on weights-of-evidence. Geomorphology, v. 102, pp. 496-510. |
[20] | Pathak, D., 2014b. Geohazard assessment along the road alignment using remote sensing and GIS: Case study of Taplejung-Olangchunggola-Nangma road section, Taplejung district, east Nepal. Journal of Nepal Geological Society, v. 47, pp. 47-56. |
[21] | Corominas, J., Van Westen, C., Frattini, P., Cascini L., Malet, J. P., Fotopoulou, S., Smith, J. T., 2014. Recommendations for the quantitative analysis of landslide risk. Bulletein of Engineering Geology and the Environment, v. 2, pp. 209–263. |
[22] | Santacana, N., Baeza, B., Corominas, J., and De, A. N. A., 2014. A GIS based Multivariate Statistical Analysis for Shallow landslide Susceptibility Mapping in La Pobla de Lillet Area, pp. 281–295. |
[23] | Bai, S. B., Wang, J., Zhou, P. G., Hou, S. S., and Xu, S. N., 2010. GIS based logistic regression for landslide susceptibility mapping of the north Zhogxian segment in Three Gorges area, China, Geomorphology, v. 115 (1-2), v. 5 (1–2), pp. 23–31. |
[24] | Pradhan, B., and Lee, S., 2010. Environmental Modeling and Software Landslide Susceptibility Assessment and factor effect analysis: back propagation artificial neural networks and their comparison with frequency ratio and bivariate logistic regression modeling. Environmental Modeling and Software, v. 25, pp. 747–759. |
[25] | Dou, J., Yamagishi, H., Pourghaesmi, H. R., Yunus, A. P., Song, X., Xu, Y., and Zhu, Z., 2015. An integrated artificial neural network model for the landslide susceptibility assessment of Osado. Natural Hazards, v. 78 (3), pp. 1749–1776. |
[26] | Nicholson, P., and Namekar, S., 2013. Earthquake-induced landslides. In A. Ugai, Keizo, Yagi, Hiroshi, Wakai (Ed), pp. 725–736. |
[27] | Yang, Z., Lan, H., Liu, H., Li, L., Wu, Y., Meng, Y., and Xu, L., 2015. Post-earthquake Rainfall- triggered Slope stability Analysis in the Lushan Area. Journal of Mountain Science, v. 12, pp. 40–6. |
[28] | Brown, R. L., Nazarchuk, J. H., 1993. Annapurna detachment fault in the Greater Himalaya of central Nepal. In: Dhital, M. R., 2015. Geology of the Nepal Himalaya: Regional Perspective of the classical collided orogen. Springer International Publication, Switzerland, pp. 230-233. |
[29] | Dhital, M. R., 2015. Geology of the Nepal Himalaya: Regional Perspective of the classical collided orogen. Springer International Publication, Switzerland, pp. 125-126. |
[30] | Wang, H., He, S., Liu, X., Dai, L., Pan, P., Hong, S., & Zhang, W., 2013. Simulating urban expansion using a cloud-based cellular automata model: A case study of Jiangxia, Wuhan, China. Landscape and Urban Planning, v. 110 (1), pp. 99–112. |
[31] | Meten, M., Prakashbhandary, N., and Yatanabe, R., 2015. Effect of landslide Factor in Combination of the Prediction Accuracy of Landslide Susceptibility Maps in the Blue Nile Gorge of central Ethiopia, Geoenvironmental Disasters, pp. 2–9. |
[32] | Ohlmacher, G. C., 2007. Plan curvature and landslide probability in regions dominated by earth flows and earth slides, v. 91, pp. 117–134. |
[33] | Dahal, R. K. 2017a. Landslide hazard mapping in GIS. Journal of Nepal Geological Society, v. 53, pp. 63–91. |
APA Style
Bhandari, K., Acharya, M., Raj Dhital, M., Shrestha, S. (2023). Landslide Susceptibility Mapping of West Central Nepal Lesser Himalaya Baglung Municipality, Baglung, Nepal. American Journal of Applied Scientific Research, 9(4), 163-173. https://doi.org/10.11648/j.ajasr.20230904.13
ACS Style
Bhandari, K.; Acharya, M.; Raj Dhital, M.; Shrestha, S. Landslide Susceptibility Mapping of West Central Nepal Lesser Himalaya Baglung Municipality, Baglung, Nepal. Am. J. Appl. Sci. Res. 2023, 9(4), 163-173. doi: 10.11648/j.ajasr.20230904.13
AMA Style
Bhandari K, Acharya M, Raj Dhital M, Shrestha S. Landslide Susceptibility Mapping of West Central Nepal Lesser Himalaya Baglung Municipality, Baglung, Nepal. Am J Appl Sci Res. 2023;9(4):163-173. doi: 10.11648/j.ajasr.20230904.13
@article{10.11648/j.ajasr.20230904.13, author = {Khomendra Bhandari and Mahendra Acharya and Megh Raj Dhital and Suchita Shrestha}, title = {Landslide Susceptibility Mapping of West Central Nepal Lesser Himalaya Baglung Municipality, Baglung, Nepal}, journal = {American Journal of Applied Scientific Research}, volume = {9}, number = {4}, pages = {163-173}, doi = {10.11648/j.ajasr.20230904.13}, url = {https://doi.org/10.11648/j.ajasr.20230904.13}, eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajasr.20230904.13}, abstract = {The study is mainly focused on the landslide susceptibility mapping. The different primary data were collected and systematic sampling was done to find the various geotechnical properties of earth materials. The Lesser Himalayan rocks are represented by phyllites, pelitic schists, white quartzite, Meta carbonates, graphitic schist, laminated quartzite and garnetiferous schists. These lithological units of the Lesser Himalaya are compared with the units of Nuwakot Complex in central Nepal. The phyllites are the oldest unit in the Lesser Himalaya of the study area and white quartzite is present towards the lower parts whereas phyllite occur in the lower and upper portion and metabasic rock (mainly amphibolites) is also present. There are numerous small-scale folds and normal faults present in the study area. In the south part lies major structure called Phalebas thrust. In the study area more than 200 m thick quaternary alluvial is present. The landslide distribution was identified with the assistance of Google earth to generate the landslide inventory. Logistic Regression Model was used for the preparation of landslide susceptibility map of the area. The causative factors such as elevation, slope, curvature, land use, geology, rainfall, soil type, soil thickness topographic wetness index, stream density, were used to prepare the landslide susceptibility map. All the thematic layers of these parameters were made using ArcGIS 10.4.1. }, year = {2023} }
TY - JOUR T1 - Landslide Susceptibility Mapping of West Central Nepal Lesser Himalaya Baglung Municipality, Baglung, Nepal AU - Khomendra Bhandari AU - Mahendra Acharya AU - Megh Raj Dhital AU - Suchita Shrestha Y1 - 2023/12/22 PY - 2023 N1 - https://doi.org/10.11648/j.ajasr.20230904.13 DO - 10.11648/j.ajasr.20230904.13 T2 - American Journal of Applied Scientific Research JF - American Journal of Applied Scientific Research JO - American Journal of Applied Scientific Research SP - 163 EP - 173 PB - Science Publishing Group SN - 2471-9730 UR - https://doi.org/10.11648/j.ajasr.20230904.13 AB - The study is mainly focused on the landslide susceptibility mapping. The different primary data were collected and systematic sampling was done to find the various geotechnical properties of earth materials. The Lesser Himalayan rocks are represented by phyllites, pelitic schists, white quartzite, Meta carbonates, graphitic schist, laminated quartzite and garnetiferous schists. These lithological units of the Lesser Himalaya are compared with the units of Nuwakot Complex in central Nepal. The phyllites are the oldest unit in the Lesser Himalaya of the study area and white quartzite is present towards the lower parts whereas phyllite occur in the lower and upper portion and metabasic rock (mainly amphibolites) is also present. There are numerous small-scale folds and normal faults present in the study area. In the south part lies major structure called Phalebas thrust. In the study area more than 200 m thick quaternary alluvial is present. The landslide distribution was identified with the assistance of Google earth to generate the landslide inventory. Logistic Regression Model was used for the preparation of landslide susceptibility map of the area. The causative factors such as elevation, slope, curvature, land use, geology, rainfall, soil type, soil thickness topographic wetness index, stream density, were used to prepare the landslide susceptibility map. All the thematic layers of these parameters were made using ArcGIS 10.4.1. VL - 9 IS - 4 ER -