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宁波某地区山体滑坡勘察及治理方案设计
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摘要
在进行滑坡勘察、设计时,应详细查明场地周边环境条件及地质条件,系统分析滑坡的成因、机理,以便选择有针对性、合理的治理方案。本文以宁波某地区山体滑坡为研究对象,通过现场调查及野外勘探,系统地分析了滑坡基本特征及成因,在此基础上对滑坡在天然状态和饱水状态两个工况下的稳定性进行了计算和评价,并通过比选、分析,提出了最为安全、经济、合理的滑坡治理方案
The ambient environment conditions and geological conditions should be detailed identification in the landslip investigation and design process, and system analysis the causes and mechanism of the landslide in order to choosing reasonable treating scheme. This paper takes a landslide in Ningbo as the subject investigated,through field investigation and exploration,the site geological conditions and basic feature of landslide have been studied systematically. On this foundation, the stability of landslide in two conditions of natural state and saturated state is calculated and evaluated,then the most safe, economic and reasonable scheme is put forward through Comparison and analysis some landslide treatment schemes.
引文
[1]中华人民共和国国家标准.建筑边坡工程技术规范(GB50330-2002)[S].北京:中国建筑工业出版社,2002.
    [2]史志宽.分析岩土工程勘察技术在滑坡区治理中的应用[J].《城市建设理论研究:电子版》,2015,5(36).
    [3]张灵九,钱凯.滑坡地质灾害勘察及防治措施分析[J].《建筑知识:学术刊》,2012:337-338.
    [4]中华人民共和国国家标准.岩土工程勘察规范(GB50021-2001)[S].北京:中国建筑工业出版社,2009.

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