在高速公路扩建过程中,对采石场垃圾填埋场斜坡的落石冲击过程进行了调查
Bin Gong1, Xiang Yu1,2, Yongjun Zhang3
1Department of Civil and Environmental Engineering, Brunel University London, London, UB8 3PH UK.
概括
这项关于采石场垃圾填埋场斜坡的研究表明,虽然保护性结构可以缓解单个岩石落 (有效率为86.7%),但它们无法对抗集群岩石落. 这造成了不可接受的伤亡风险.
科学领域:
- 地质技术工程 地质技术工程
- 自然危害评估自然危害评估
- 岩石落动力学 岩石落动力学
背景情况:
- 采石场垃圾填埋场的斜坡积累了大量的粗石废物.
- 在这些斜坡上的山体滑坡可能会导致单个和集群的岩石落.
研究的目的:
- 调查采石场垃圾填埋场斜坡上单个和集群岩石落的危害.
- 分析岩石落运动和保护结构的反应.
主要方法:
- 采用了不连续的变形和位移分析.
- 模拟岩石落对工程斜坡和保护结构的影响.
主要成果:
- 单独的岩石落会导致重要的结构变形和故障 (形与不规则的块).
- 集群岩石落阻碍了滑动,导致斜抛和结构的潜在覆盖.
- 防护结构对单个岩石落有效率为86.7%,但对集群岩石落完全失败.
结论:
- 目前的保护措施具有成本效益,但由于集群岩石落造成的高伤亡风险,这是不可接受的.
- 需要进一步的研究来开发有效的防护,以防止复杂的岩石落场景.
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