Evaluation of slope disaster susceptibility based on GIS and three-level fuzzy evaluation method
الموضوعات :
Ming Yang
1
1 - Chengdu Surveying Geotechnical Research Institute CO, LTD. of MCC, Chengdu, Sichuan province, China
تاريخ الإرسال : 08 السبت , رمضان, 1443
تاريخ التأكيد : 05 السبت , ربيع الأول, 1444
تاريخ الإصدار : 16 الأحد , ربيع الأول, 1445
الکلمات المفتاحية:
Slope Stability,
Three-level fuzzy evaluation method,
GIS,
Information set formula,
ملخص المقالة :
In the past, the fuzzy evaluation model of slope stability is mainly two-level model, and the classification level is relatively single, which cannot map the influencing factors of slope disaster comprehensively and objectively. In order to improve the accuracy of evaluation results, a three-level fuzzy hierarchy evaluation model for slope hazard is proposed. A total of 22 factors affecting slope stability in 4 categories and 9 sub-categories were selected to constitute the basic evaluation system. Taking the highway slope of the multi-line connecting line as an example, the weight was determined by AHP method, and the weight was adjusted by the back analysis of the typical highway slope. Finally, the stability of other highway slopes in the study area is evaluated on the spot, and use the information concentration formula to check, then the susceptibility level prediction of slope disasters in the whole section is realized based on GIS platform. The analysis results show that among the 77 highway slopes studied, unstable slopes account for 7.8% of the total slopes, less stable slopes account for 22.1%, quasi steady slopes account for 42.8% and steady slopes account for 27.3%. Therefore, the disaster prone zoning of highway slopes along the connecting line of Chengdu Mianyang double track line is obtained. In fuzzy comprehensive evaluation, information set formula can be used to modify the evaluation results to a more extent. In this study,compared with the second-level model, the accuracy of the three-level model improved by about 16.7%.
المصادر:
Bouma J, Deheng M, Zhang HX (1999) A method to predict the influence of climate change on slope stability. Water Resources and Hydropower Express 7:10-12.
Cao WG, Li SL, Zhang YJ (2019) Quality classification method of surrounding rock based on tunnel milling construction adaptability. Water Resources and Hydropower Express 9:59-67.
Chen GQ, Huang RQ, Shi YC, Xu Q (2014) Slope stability analysis based on dynamic and global strength reduction method. Chinese Journal of Rock Mechanics and Engineering 33(02):243-256.
Chen KP (2007) Study on Fuzzy Evaluation and Reinforcement of Expressway slope Stability. Central South University.
Chen YC, Yang PQ (2018) Application of Fuzzy Comprehensive Evaluation in slope Stability analysis of Mountain Highway. Journal of Water Resources and Construction Engineering 16(06):202-206+229.
Dehghan AN, Yazdi A (2023) A Geomechanical Investigation for Optimizing the Ultimate Slope Design of Shadan Open Pit Mine, Iran, Indian Geotechnical Journal, 1-15.
Guo LN, She C, Kong DB (2021) Prediction of the effects of climate change on hydroelectric generation, electricity demand, and emissions of greenhouse gases under climatic scenarios and optimized ANN model. Energy Reports 7:5431-5445.
Guo SF, Qi SW, Li XX, Zou Y, Liao HJ, Zhang SS (2016) Study on stability classification of a highway rock slope in mentougou district, Beijing. Geological survey of China 3(03):55-61.
He KQ, Guo D, Zhang P, Guo L, Zhang GD (2017) Study on vertical Displacement Direction rate and displacement Monitoring and warning Criterion of Rainfall-induced landslide. Rock and Soil Mechanics 38(12):3649-3659+3669.
Hou R, Li S, Wu M, Ren G (2021) Assessing of impact climate parameters on the gap between hydropower supply and electricity demand by RCPs scenarios and optimized ANN by the improved Pathfinder (IPF) algorithm. Energy 237: 121621.
Huang D, Wang J, Khayatnezhad M (2021) Estimation of actual evapotranspiration using soil moisture balance and remote sensing. Iranian Journal of Science and Technology, Transactions of Civil Engineering 45: 2779-2786.
Joghatayi H, Dabiri R, Moslempour ME, Otari M, Sharifiyan Attar R (2015) Groundwater quality assessment using the Groundwater Quality Index and GIS in Joghatay plain, NE Iran, Human & Environment 13 (4), 17-25.
Karimiazar J, SharifiTeshnizi E, O'Kelly BC, SadeghiSh, Karimizad N, Yazdi A, Arjmandzadeh R (2023) Effect of Nano-Silica on Engineering Properties of Lime-Treated Marl Soil, Transportation Geotechnics 43, 101123.
Li A, Mu X, Zhao X, Xu J (2021) Developing the non‐dimensional framework for water distribution formulation to evaluate sprinkler irrigation. Irrigation and Drainage 70(4): 659-667.
Li YH, Zhao JZ, Zhang WH, Guo R, Nan GJ, Li YC (2011) Research status and Development trend of ecological remediation technology for high and steep rock slope in open-pit mine. Journal of Hebei University of Geosciences 44(03):82-86.
Lin YL (2009) Uncertainty Problems and Analysis Method Judgment in Geotechnical and Structural Engineering. Beijing: Science Press.
Liu YG, Zhou YF, Zheng JL (2007) Stability analysis of expansive soil cutting slope under humidification Condition. Chinese Journal of Geotechnical Engineering 12:1870-1875.
Liu YY, Li YQ, Guo CS, Li YP (2018) Risk Assessment of Highway slope based on AHP-Fuzzy and Bright spot Cloud Data. Journal of Catastrophology 33(01):206-212.
Lu KL, Zhu DY (2014) Theoretical and Experimental study on effect of Slope Morphology on slope Stability. Chinese Journal of Rock Mechanics and Engineering 33(01):35-42.
Lu YL, Chen XR (2018) A simplified Bishop method for soil slope stability under groundwater seepage. Chinese Journal of Applied Mechanics 35(03):524-529+687.
Ma A, Ji J, Khayatnezhad M (2021) Risk-constrained non-probabilistic scheduling of coordinated power-to-gas conversion facility and natural gas storage in power and gas based energy systems. Sustainable Energy, Grids and Networks 26:100478.
Ming Y, Chen J, Wei W (2021) Study on stability classification of highway expansive soil slope based on fuzzy comprehensive evaluation method. Sichuan Agricultural University.
Novinpour EA, Moghimi H, Kaki M (2022) Aquifer vulnerability based on classical methods and GIS-based fuzzy optimization method (case study: Chahardoli plain in Kurdistan province, Iran). Arabian Journal of Geosciences 15(01): 187-198.
Panahi S, Khakzad A, Afzal P (2022) Analytical hierarchical prospectivity mapping using integration of exploratory data in the Anarak region, Central Iran. Geopersia 12(1): 53-68.
Qi SW, Wu FQ, Liu CL, Ding YH (2004) Engineering geological analysis of seismic slope stability. Chinese Journal of Rock Mechanics and Engineering 16:2792-2797.
Shahsavar S, Jafari Rad AR, Afzal P, Nezafati N (2020) Selection of Optimum Fractal Model for Detection of Stream Sediments Anomalies. Geopersia 10: 395-404.
Shu S, Shi JY (2012) Study on slope stability of landfill site under pressure and temperature change. Chinese Journal of Geotechnical Engineering 44(01):82-89.
Sun X, Khayatnezhad M (2021) Fuzzy-probabilistic modeling the flood characteristics using bivariate frequency analysis and α-cut decomposition. Water Supply 21(8): 4391-4403.
Tao Z, Cui Z, Yu J (2021) Finite difference modeling of groundwater flow for constructing artificial recharge structures. Iranian Journal of Science and Technology, Transactions of Civil Engineering 6(2): 1503-1514.
Wang C, Shang Y, Khayatnezhad M (2021) Fuzzy stress-based modeling for probabilistic irrigation planning using Copula-NSPSO. Water Resource Management 3: 4943–4959.
Wang DM, Zhang QS, Zhang X, Li ZP, Zhao P, Zheng DZ (2017) Research and application of fuzzy evaluation method for grouting effect of tunnel and underground engineering. Chinese Journal of Rock Mechanics and Engineering 36(S1):3431-3439.
Wang H, Khayatnezhad M, Yousefi N (2022) Using an optimized soil and water assessment tool by deep belief networks to evaluate the impact of land use and climate change on water resources. Concurrency and Computation: Practice and Experience 34(10): e6807.
Wang JD (1993) The analysis of loess slope instability based on fuzzy information method, Busfal 53: 83-92.
Wang Y, Wu JB, Zhang JB, Zhou CM (2019) Analysis of influence of humidity change on slope stability of loess embankment. Subgrade Engineering 03:19-24.
Wei W, Li HG, Huang JH (2014) Stability analysis of road slope in open-pit Mine based on Vehicle Load. Mining Research and Development 34(07):16-19.
Wei XN, Wu WY, Yang GL (2018) Analysis of highway slope stability under the influence of slope roof building load. Transportation Science and Technology 5:1-4+8.
Wu HW (2017) Interaction between atmosphere, vegetation and soil: Theory and mechanism. Chinese Journal of Geotechnical Engineering 39(01):1-47.
Wu JL (2019) Study on stability of ultra-high saturated embankment under multi-stage slope load and variable water level. Rock and Soil Mechanics 40(S1):20.
Xu NW, Liang ZZ, Tang CN, Dai FZhou Z, Sha C (2014) Analysis of highway slope stability under the influence of slope roof building load. Chinese Journal of Rock Mechanics and Engineering 33(S1):3093-3104.
Yang W (2013) Study on monitoring and stability evaluation method of Wanhua Rock slope in Chenning Expressway. Central South University.
Zhang YH, Li HX, Sheng Q, Li ZY, Yue ZP (2010) Stability classification of highway rock slope based on Fuzzy Comprehensive Evaluation. Rock and Soil Mechanics 31(10):3151-3156.
Zheng LB, (2021) Shear mechanical model of anchorage joints and slope stability under water-induced deterioration. China University of Geosciences.
Zong JY, Li YW, Li LS, Xiao LF, Shi HL, Jian PQ (2020) Study on stability classification of highway expansive soil slope based on Fuzzy comprehensive. Chinese Journal of Rock Mechanics and Engineering 39(02):272-285.
