南宁,李鹏,苏生瑞,等. 基于宽窄平台相结合的黄土高边坡优化设计−以陕西省子长市某工业广场高边坡为例[J]. 煤田地质与勘探,2022,50(6):155−164. DOI: 10.12363/issn.1001-1986.21.10.0566
引用本文: 南宁,李鹏,苏生瑞,等. 基于宽窄平台相结合的黄土高边坡优化设计−以陕西省子长市某工业广场高边坡为例[J]. 煤田地质与勘探,2022,50(6):155−164. DOI: 10.12363/issn.1001-1986.21.10.0566
NAN Ning,LI Peng,SU Shengrui,et al. Optimization design of high loess slope based on combination of wide and narrow platform:A case study of an industrial square in Zichang City[J]. Coal Geology & Exploration,2022,50(6):155−164. DOI: 10.12363/issn.1001-1986.21.10.0566
Citation: NAN Ning,LI Peng,SU Shengrui,et al. Optimization design of high loess slope based on combination of wide and narrow platform:A case study of an industrial square in Zichang City[J]. Coal Geology & Exploration,2022,50(6):155−164. DOI: 10.12363/issn.1001-1986.21.10.0566

基于宽窄平台相结合的黄土高边坡优化设计以陕西省子长市某工业广场高边坡为例

Optimization design of high loess slope based on combination of wide and narrow platform:A case study of an industrial square in Zichang City

  • 摘要: 山区或丘陵地带建设煤矿工业广场时将面临高边坡问题,不合理的高边坡设计严重浪费土地资源,造成环境破坏和投资增加,也为基础设施带来巨大安全隐患。基于此,以陕西省子长市某煤矿工业广场高边坡为例,借助现场调查、理论分析和数值模拟等手段,综合考虑边坡抗冲刷性和整体稳定性,探讨不同数量、位置和宽度的宽平台对高边坡的应力、应变场和稳定性系数的影响规律,结合模型的开挖量,选取满足稳定性要求且开挖量最少的最优坡形。结果显示:陕北地区粉黄土高边坡最优单坡坡率为1∶0.75,坡高5~6 m;宽平台能改变潜在滑移面位置,当宽平台位于坡脚或坡顶时,潜在滑移面分布以宽平台位置为界,分布于宽平台以上或以下边坡;当宽平台连续分布且宽度较大时,高边坡可视为2个独立边坡来分析计算;高边坡最优坡形为:30 m高边坡单坡高5 m、坡率1∶0.75,窄平台宽度3 m,布置2个宽平台、位置③⑤、宽度10 m;50 m高边坡单坡高5 m、坡率1∶0.75,窄平台宽度3 m,布置4个宽平台、位置③⑤⑧⑨、宽度14 m。宽窄平台优化组合方式可为陕北地区粉黄土高边坡设计和防护工作提供理论依据和实际指导。

     

    Abstract: The construction of a coal mine industrial square in a mountainous area or hilly area will face the problem of high slopes. The unreasonable high slope design causes serious waste of land resources, environmental damage and an increase in investment, and also brings huge potential safety risks to the infrastructure. Based on this, with a high slope in a coal mine industrial square in Zichang City of Shaanxi Province as an example, the field investigation, theoretical analysis and numerical simulation were used to investigate the influence of different numbers, positions and widths of wide platforms on the stress, strain field and stability coefficient of high slopes in view of the erosion resistance and the overall stability of the slope. Combined with the excavation amount of the model, the optimal slope shape that meet the stability requirements and had the least excavation amount was obtained. The results show that the optimal single slope ratio of high slopes of powdered loess in northern Shaanxi is 1∶0.75, and the slope height is 5-6 m. The wide platform could change the position of the potential slip surface. When the wide platform is located at the toe or top of the slope, the distribution of potential slip surfaces is bounded by the position of the wide platform, and is distributed on the slope above or below the wide platform. When the wide platform of great width is continuously distributed, the high slope can be regarded as two independent slopes for analysis and calculation. The optimal slope shape of the high slope is featured by a 30 m high slope with a single slope height of 5 m and a slope ratio of 1∶0.75, a narrow platform of 3 m wide, and two wide platforms with a width of 10 m at location ③⑤; a 50 m high slope with a single slope height of 5 m and a slope ratio of 1∶0.75, a narrow platform of 3 m wide, and four wide platforms with a width of 14 m at location ③⑤⑧⑨. The optimal combination of wide and narrow platforms provides a theoretical basis and practical guidance for the design and protection of high slopes of powdered loess in northern Shaanxi.

     

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