基于多因素的公路工程边坡监测等级划分研究
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摘要
总结分析国内主要边坡监测等级划分等方面工作的基础上,结合作者在湖北省多年公路工程边坡监测工作经验,提出了适宜在湖北省公路工程边坡监测中使用的边坡监测等级划分方法。公路工程边坡监测等级的划分应结合边坡安全等级及边坡周边环境风险等级综合确定,公路工程边坡安全等级应结合边坡类型、边坡高度及地质条件复杂程度确定。研究成果可为湖北省公路工程边坡监测工作提供依据,提高监测的可靠性、准确性与经济性,也可为全国的公路工程边坡监测等级的划分提供参考。
On the basis of summing up and analyzing the main slope monitoring grades in China,combined with the author 's years of experience in highway engineering slope monitoring in Hubei province. The classification method of slope monitoring grade suitable for slope monitoring of highway engineering in Hubei province is put forward. The classification of slope monitoring grade of highway engineering should be combined with the safety grade of slope and the risk grade of surrounding environment of slope. The safety grade of highway engineering slope should be determined in combination with slope type,slope height and complexity of geological conditions. The research results can provide the basis for slope monitoring of highway engineering in Hubei province,improve the reliability,accuracy and economy of monitoring,and also provide a reference for the classification of slope monitoring grade of highway engineering in China.
On the basis of summing up and analyzing the main slope monitoring grades in China,combined with the author 's years of experience in highway engineering slope monitoring in Hubei province. The classification method of slope monitoring grade suitable for slope monitoring of highway engineering in Hubei province is put forward. The classification of slope monitoring grade of highway engineering should be combined with the safety grade of slope and the risk grade of surrounding environment of slope. The safety grade of highway engineering slope should be determined in combination with slope type,slope height and complexity of geological conditions. The research results can provide the basis for slope monitoring of highway engineering in Hubei province,improve the reliability,accuracy and economy of monitoring,and also provide a reference for the classification of slope monitoring grade of highway engineering in China.
引文
[1]王武平.山区高速公路高边坡稳定性及防护技术[J].建筑安全,2018,33(06):17-19.
[2]周波.某高速公路煤系地层路堑边坡滑坡位移监测及破坏机理分析[J].交通世界,2018(16):50-51+115.
[3]刘德贺,史玉峰.基于TLS技术的道路边坡地表位移监测研究[J].森林工程,2018,34(2):95-99.
[4]朱晓鹏.山区公路边坡勘察设计分析[J].建材与装饰,2018(20):235-236.
[5]庄旭东.自动化在线监测系统在高速公路边坡监测中的应用[J].机电信息,2018(21):52-53.
[6]谭捍华,傅鹤林. TDR技术在公路边坡监测中的应用试验[J].岩土力学,2010,31(04):1331-1336.
[7]宋礼德.三维激光扫描技术在公路边坡监测中的应用[J].低碳世界,2016(36):230-231.
[8] GB 50330-2013,建筑边坡工程技术规范[S].
[9] GB 51214-2017,煤炭工业露天矿边坡工程监测规范[S].
[10] DGTJ 08-2001-2016,基坑工程施工监测规程[S].
[2]周波.某高速公路煤系地层路堑边坡滑坡位移监测及破坏机理分析[J].交通世界,2018(16):50-51+115.
[3]刘德贺,史玉峰.基于TLS技术的道路边坡地表位移监测研究[J].森林工程,2018,34(2):95-99.
[4]朱晓鹏.山区公路边坡勘察设计分析[J].建材与装饰,2018(20):235-236.
[5]庄旭东.自动化在线监测系统在高速公路边坡监测中的应用[J].机电信息,2018(21):52-53.
[6]谭捍华,傅鹤林. TDR技术在公路边坡监测中的应用试验[J].岩土力学,2010,31(04):1331-1336.
[7]宋礼德.三维激光扫描技术在公路边坡监测中的应用[J].低碳世界,2016(36):230-231.
[8] GB 50330-2013,建筑边坡工程技术规范[S].
[9] GB 51214-2017,煤炭工业露天矿边坡工程监测规范[S].
[10] DGTJ 08-2001-2016,基坑工程施工监测规程[S].