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Construction Risk Analysis of Subgrade Engineering in Perilous Mountainous Areas |
BAO Xueying, LI Haiwen |
Lanzhou Jiaotong University, Lanzhou, Gansu 730070, China |
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Abstract Research purposes: In order to realize the dynamic assessment of the construction risk of subgrade engineering, a subgrade engineering construction risk assessment model based on the dynamic weight-2-dimensional cloud model is proposed by taking the subgrade engineering in the special environment in the perilous mountainous area of Southwest China as the research subject. Research conclusions: (1) Based on the risk influencing factors existing in general subgrade construction, and considering the complex geological environment and characteristics of subgrade construction in perilous mountainous areas, the risk assessment system of subgrade engineering construction in perilous mountainous areas is constructed, and the dynamic risk information of subgrade engineering construction feedback is taken as the benchmark, and the dynamic weight model is used as the index to give weight. (2) A 2-dimensional cloud model for risk assessment was constructed with risk probability and risk loss as the basic variables, and a certain section of subgrade engineering from Xingwen to Bijie section of Chengdu-Guiyan Railway was taken as an example. The model was used to evaluate the risk of its construction, and MATLAB is used to draw the risk cloud diagram to intuitively reflect the degree of risk, and finally the risk level is determined by calculating the nearness degree to ensure the accuracy of the evaluation result. (3) The results show that the risks of subgrade construction in perilous mountainous areas mainly come from the natural and geological risks as well as the material, equipment and construction technology risks caused by them. (4) The research result can provide a reference for the risk prevention and control of subgrade construction in perilous mountainous areas.
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Received: 02 April 2021
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[1] |
Sychova A., Solomahin A., Hitrov A. The Increase of the Durability and Geoprotective Properties of the Railway Subgrade[J]. Procedia Engineering,2017,189:688-694.
|
[2] |
Lutskiy S.Y., Shepitko T.V., Burukin A.Y. Technological Risk Regulation of the Subgrade Base Stability in Permafrost Areas[J]. Sciences in Cold and Arid Regions, 2017(3):321-324.
|
[3] |
Chen R.P, Jiang P., Ye X.W, etc. Probabilistic Analytical Model for Settlement Risk Assessment of High-Speed Railway Subgrade[J]. Journal of Performance of Constructed Facilities,2016(3):1-10.
|
[4] |
Arulrajah A., Yaghoubi E., Imteaz M., etc. Recycled Waste Foundry Sand as a Sustainable Subgrade Fill and Pipe-bedding Construction Material: Engineering and Environmental Evaluation[J]. Sustainable Cities and Society, 2017(28):343-349.
|
[5] |
Majidzadeh K., Tashman L., Redinger D., etc. Application of Innovative Tools in Optimizing Risk and Cost of Subgrade QA/QC[C].Geo-Congress 2014: Geo-characterization and Modeling for Sustainability,2014:2355-2364.
|
[6] |
Yin Z., Lv X., Qiu Y., etc. Study on the Risk Evaluation of the Construction of Underneath Passing Existing Line Subgrade Based on Fuzzy Mathematic Theory[J]. Subgrade Engineering,2017(5):20-25.
|
[7] |
李宜城,薛亚东,李彦杰. 一种基于动态权重的施工安全风险评估新方法[J].地下空间与工程学报,2017(S1):209-215.Li Yicheng, Xue Yadong, Li Yanjie. A New Construction Risk Assessment Method Based on Dynamic Weight[J]. Chinese Journal of Underground Space and Engineering,2017(S1):209-215.
|
[8] |
王景春,张法. 基于熵权二维云模型的深基坑施工风险评价[J].安全与环境学报,2018(3):849-853.Wang Jingchun, Zhang Fa. Risk Assessment of the Deep Foundation Pit Based on the Entropy Weight and 2-dimensional Cloud Model[J].Journal of Safety and Environment,2018(3):849-853.
|
|
|
|