期刊文献+

山地城市高边坡工程勘察管理与技术质量问题探讨 被引量:1

Discussion on Survey Management and Technical Quality of High Slope Engineering in a Mountain City
下载PDF
导出
摘要 山地城市地质环境复杂,城市建设形成的大量高边坡的稳定性直接影响到人民的生命与财产安全。为加强高边坡管控,国家与地方颁布了一系列标准,高边坡工程的相关技术水平得到了很大的提升。但经过近十年工程实践,高边坡工程勘察管理与技术上暴露出了一系列问题,导致边坡工程质量管控风险增大。该文从高边坡勘察管理制度现状入手、对高边坡工程勘察工作中存在的管理与技术质量问题进行总结,在此基础上对管理与技术问题形成和环境进行研究并给出了相应的建议,以期为工程技术人员和政府监督部门有关人员提供借鉴和参考。 A mountainous city often has a complicated geological environment,and a wealth of high slopes form during its urban construction,which directly affects the citizens' life and property safety.In order to strengthen the management of these high slopes,the national and local governments have issued a series of standards,and the technical level of high slope engineering has been greatly improved.However,after nearly ten years of engineering practice,a series of problems emerged in the survey management and techniques of high slope engineering,lifting the risk of quality control in slope engineering.This paper,starting from the current high slope survey management system,summarizes the management and technical quality problems existing in the survey work,and presents corresponding suggestions for the formation causes and atmosphere of these problems,in hope of providing reference for the engineers,technicians and the relevant personnel of the government supervision department.
作者 何平 王凯 李珂 李成芳 张顺斌 文光菊 He Ping;Wang Kai;Li Ke;Li Chengfang;Zhang Shunbing;Wen Guangju
出处 《重庆建筑》 2023年第5期58-60,共3页 Chongqing Architecture
基金 重庆市建设科技计划项目“山地城市高边坡工程全寿命周期质量安全管控机制研究”(城科字2021第4-4)。
关键词 山地城市 高边坡 工程勘察 质量管理 mountainous city high slope engineering survey quality management
  • 相关文献

参考文献2

二级参考文献87

  • 1Giacheti H L, Cunha R P. In-situ testing ( General reportfor TC 102) [C]. Proceedings of the 18th InternationalConference on Soil Mechanical and GeotechnicalEngineering, Press desp onts,2013 :471-478.
  • 2Comina C, Foti S. Report and discussion-technical sessiongeophysical surveys using mechanical waves, and/ orelectromagnetic techniques [ C ]. Geotechnical andGeophysical Site Characterization 4. 2012, 2,1355-1366.
  • 3Dejong J T. General report for technical Session 1D -In-situtesting [ C ],Proceedings of 17th International Conferenceon Soil Mechanical and Geotechnical Engineering,2009 :3278-3287.
  • 4Mayne P W, Coop M R, Springman S M, et al. Geomaterialbehavior and testing [ C],Proceedings of 17th InternationalConference on Soil Mechanical and GeotechnicalEnginnering, 2009 , 2777-2872.
  • 5Robertson P K,The James K. Mitchell Lecture: Interpretationof in-situ tests-some insights [ C ]. Geotechnical andGeophysical Site Characterization 4, Vol. 1 ( Proc. ISC-4),Taylor & Francis Group,London, 2012: 3-24.
  • 6Lunne T, Robertson P K, Powell J M. Cone penetrationtesting in geotechnical practice [ M ]. Blackie Academicand Professional, London, UK, 1997.
  • 7Campanella R G, Weemees I. Development and use of anelectrical resistivity cone for groundwater contaminationstudies [ J ]. Canadian Geotechnical Journal, 1990,27(5) : 557-567.
  • 8Fukue M,Minato T, Matsumoto M,et al. Use of aresistivity cone for detecting contaminated soil layers [ J].Engineering Geology, 2001,60(1) : 361-369.
  • 9Hryciw R,Raschke S. Development of computer visiontechnique for in situ soil characterization [ J ] .Transportation Research Record : Journal of theTransportation Research Board, 1996( 1526) : 86-97.
  • 10Raschke S A, Hryciw R D. Vision cone penetrometer fordirect subsurface soil observation [ J ]. Journal ofGeotechnical and Geoenvironmental Engineering, 2015,123(11) : 1074-1076.

共引文献68

同被引文献4

引证文献1

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