He Hujun, Quan Guorong, Zhu Haolei, Li Wei, Xing Rui, Zhao Yichen
School of Earth Science and Resources, Chang'an University, Xi'an, 710054, China.
Key Laboratory of Western Mineral Resources and Geological Engineering, Ministry of Education, Xi'an, 710054, China.
Sci Rep. 2022 Nov 4;12(1):18723. doi: 10.1038/s41598-022-23567-1.
The prediction of possibility and risk classification of collapse is an important issue in the process of highway construction in mountain area. Based on the principle of rough set and support vector machine, a landslide hazard prediction model was established. First of all, according to field investigation, an evaluation index system and a sample set of evaluation index data were established, the rough set decision table was constructed by preprocessing the original data based on the function classification of standard evaluation index, and then, the influence indexes of the collapse activity were reduced by rough set theory, and the main 9 indexes affecting the collapse activity as the key discriminant factors of support vector machine model, namely slope shape of slope, aspect of slope, slope of slope, height of slope, exposed structural face, stratum lithology, relationship between weakness face and free face, vegetation cover rate and weathering degree of rock were extracted. Then, taking the data of 13 post earthquake collapses in Yingxiu-Wolong highway of Hanchuan County measured by the authors in the field as training samples, the optimal model parameters were analyzed and calculated. When the penalty parameter [Formula: see text] is 8 and the kernel parameter [Formula: see text] is 0.5, the correct rate of cross-validation is 100%, and the model is optimal. At last, 4 other landslide data were tested, the discriminant results of the test sample data were compared with the results obtained by uncertainty measure and distance discriminant analysis. The results show that the discriminant results of the test sample data by RS-SVM were consistent with the results obtained by uncertainty measure and distance discriminant analysis, the accurate rate is 100%. The collapse hazard analysis model based on rough set and support vector machine can reduce the computation while ensuring the accuracy of evaluation, and better solve the small sample and nonlinear problems, can provide certain a good idea for collapse hazard evaluation in the future.
崩塌可能性预测及风险分类是山区公路建设过程中的重要问题。基于粗糙集和支持向量机原理,建立了滑坡灾害预测模型。首先,通过现场调查,建立评价指标体系和评价指标数据样本集,基于标准评价指标的功能分类对原始数据进行预处理,构建粗糙集决策表,然后,运用粗糙集理论对崩塌活动的影响指标进行约简,提取出影响崩塌活动的9个主要指标作为支持向量机模型的关键判别因子,即边坡坡形、边坡坡向、边坡坡度、边坡高度、出露结构面、地层岩性、软弱面与临空面关系、植被覆盖率和岩石风化程度。然后,以作者现场实测的汉川县映秀—卧龙公路13处震后崩塌数据作为训练样本,分析计算最优模型参数。当惩罚参数[公式:见原文]为8,核参数[公式:见原文]为0.5时,交叉验证正确率为100%,模型最优。最后,对另外4组滑坡数据进行测试,将测试样本数据的判别结果与不确定性测度和距离判别分析得到的结果进行比较。结果表明,RS - SVM对测试样本数据的判别结果与不确定性测度和距离判别分析得到的结果一致,准确率为100%。基于粗糙集和支持向量机的崩塌灾害分析模型在保证评价精度的同时可减少计算量,较好地解决小样本和非线性问题,能为今后崩塌灾害评价提供一定的良好思路。