期刊文献+

藏区高烈度区高速公路不良地质体分析与防治 被引量:3

Analysis and Prevention of Adverse Geological Body in High Seismic Intensity Area of Tibetan Highway
下载PDF
导出
摘要 研究目的:川西藏区高速公路所经区域地质条件极其复杂,工程建设极其困难。工程自建设以来,由于对高烈度地震区不良地质体的定性和防治理念上的差异,造成的工程变更规模相当大,甚至造成工程的报废和工期的延误。基于此,本文以在建的雅康高速公路牦牛沟不良地质体为例,对藏区高烈度地震区不良地质体的定性和工程治理方案进行探讨,以期能为今后藏区高速公路或川藏铁路的安全、经济修建提供一定的借鉴。研究结论:(1)高烈度地震区不良地质体的定性应从坡体地形地貌形态的演变、地质构造、地质类比等多方面进行综合推断,互相校核验证;(2)高烈度地震区坡体的稳定度应依据地质条件、地震历史和走访当地居民等进行综合评定;(3)高烈度地震区大型不良地质体的潜在下滑力对安全系数相当敏感,应依据'小震不坏、中震可修、大震不倒'的原则合理选取安全系数;(4)高烈度地震区大型不良地质体的适当清方和有效的截排水工程是坡体治理首要考虑的措施;(5)本研究成果可为藏区高烈度地震区交通工程的建设提供有效的借鉴。 Research purposes: The regional geological condition of Tibetan region in West Sichuan is extremely complex, and the construction is very difficult. Since the construction of the project began, adverse geological body of the high intensity seismic area and the differences in the concept of prevention and control have resulted in a considerable size of the project change, and even caused the project abandonment and the duration delay. Based on this, this paper takes the Maoniugou adverse geological body of Ya'an - Kangding highway for exemple, discusses the unfavorable geologic bodies qualitative and project management plan of Tibetan high intensity seismic region, to provide a reference for the future safety and economy construction of the Tibetan highway or Sichuan - Tibet railway. Research conclusions: ( 1 ) The qualitative assessment of adverse geological body in high intensity earthquake zone should be inferred and verified from slope landform evolution, geological structure, geological analogy and other aspects. (2) The slope stability of high intensity earthquake zone should be evaluated according to the geological conditions, earthquake history and visits to local residents. (3) The potential sliding force of large adverse geological body in high intensity seismic region is quite sensitive to the safety factor, should reasonably select the safety coefficient according to the principle of " no damage under small earthquake, repairable under moderate earthquake, and no collapse under strong earthquake". (4) The proper clearing and effective drainage of large bad geological body project in the high intensity earthquake zone is the priority measures of slope governance. (5) The research results can provide useful reference for the traffic engineering construction of Tibetan area with high seismic intensity.
出处 《铁道工程学报》 EI 北大核心 2016年第11期6-11,共6页 Journal of Railway Engineering Society
关键词 藏区 地震高烈度 不良地质体 分析与防治 Tibetan areas high earthquake intensity adverse geological body analysis and prevention
  • 相关文献

参考文献4

二级参考文献15

  • 1王新民,余河生,裴锡瑜.1955年康定折多塘71/2级地震灾情统计资料的应用及效果[J].四川地震,1996(3):57-64. 被引量:5
  • 2王新民,裴锡瑜.1725年四川康定地震的烈度讨论.见:中国历史地震研究文集(2).北京:地震出版社,1991.
  • 3王新民 裴锡瑜.对1786年康定—泸定磨西间7 3/4级地震的新认识[J].中国地震,1988,(1).
  • 4王新民等.1786年康定—泸定地震[J].四川地震,1987,.
  • 5清史稿.志十五,灾异.
  • 6文授奏稿及上谕.藏故宫清史馆.
  • 7打箭炉志略.传抄清乾隆间抄本无卷页.
  • 8曹枪彬.雅州府志.清乾隆四年.
  • 9马忠良,孙铿.越西厅全志.清光绪本.
  • 10刘传经.清溪县志.清嘉庆五年.

共引文献25

同被引文献39

引证文献3

二级引证文献16

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部