浅层滑坡的诱发主要是受强降雨和人类工程活动的影响，其治理工程一般较为简单，多为削坡、重力式挡墙、锚杆等方法，这些方法不仅成本高，而且影响生态环境。从民生角度出发，提出一种因地制宜的浅层滑坡治理思路，将金土地工程与加筋挡土墙相结合，运用于山区浅层滑坡的治理中，一方面可以整改居民的土地使用问题，另一方面又可以达到治理浅层滑坡的目的，因而该治理思路有良好的参考价值，为今后浅层滑坡的治理提供参考方法。
Abstract
Shallow landslide is mainly induced by heavy rainfall and human engineering activities, and generally its treatment is simple, mostly in forms of cutting slope, gravity retaining wall, anchor and so on. These methods are costly and also have impacts on ecological environment. From the perspective of people's livelihood, we put forward a measure of shallow landslide treatment suitable for local conditions. We combine the reinforced retaining wall with the “Golden Land Project”, a land reform project beneficial to the people, and apply it to the shallow landslide treatment in mountain areas. On the one hand, the lands of the local residents can be rectified and reformed, and on the other hand, the goal of treating shallow landslide can be achieved. The treatment idea offers a reference for shallow landslide treatment in the future.
关键词
浅层滑坡 /
滑坡治理 /
金土地工程 /
加筋挡土墙 /
稳定性
Key words
shallow landslide /
landslide treatment /
golden land project /
reinforced retaining wall /
stability of landslide
{{custom_sec.title}}
{{custom_sec.title}}
{{custom_sec.content}}
参考文献
[1] 黄润秋.中国西部地区典型岩质滑坡机理研究[J].第四纪研究,2004,19(3):443-450.
[2] 张林齐.浅谈西部山区公路滑坡与防治[J].地球,2015,(9):64-65.
[3] 文育高,李家财.滑坡治理方法及其应用[J].西部探矿工程,2010,22(5):19-21.
[4] 林鲁生,刘祖德.滑坡治理的发展概况以及加固方案的选择[J].广东水利水电,2001,(2):3-5.
[5] 刘广润,晏鄂川,练 操.论滑坡分类[J].工程地质学报,2002,10(4):339-342.
[6] 常金源,包 含,伍法权,等.降雨条件下浅层滑坡稳定性探讨[J].岩土力学,2015,36(4):995-1001.
[7] 许建聪,尚岳全,陈侃福,等.强降雨作用下的浅层滑坡稳定性分析[J].岩石力学与工程学报,2005,24(18):3246-3251.
[8] SAITO H,NAKAYAMA D,MATSUYAMA H.Relationship between the Initiation of a Shallow Landslide and Rainfall Intensity: Duration Thresholds in Japan[J].Geomorphology,2010,118(1):167-175.
[9] 李德心,何思明.降雨型浅层滑坡的变形预测模型[J].山地学报,2012,30(3):342-346.
[10]张作辰.滑坡地下水作用研究与防治工程实践[J].工程地质学报,1996,4(4):80-85.
[11]严克伍.生态护坡和削坡在浅层滑坡治理中的应用[J].绿色科技,2013,(11):211-212.
[12]DZ/T0219—2006,滑坡防治工程设计与施工技术规范[S].北京:中国标准出版社,2006.
[13]何江华,周明中.加强金土地工程建设 实现耕地保护目标[J].资源与人居环境,2013,(11):25-26.
[14]王 丽.从滑坡地到金土地[J].资源与人居环境,2008,(6):36-39.
[15]雷亚芹.农村土地综合整治效益评估研究[D].成都:四川农业大学,2012.
[16]何 伟.加筋土挡墙变形研究现状及其发展趋势[J].科技创新与应用,2015,(13):22.
[17]王协群.土工合成材料加筋地基的极限平衡设计与加筋材料的研究[D].武汉:武汉理工大学,2003.
[18]时钟伦.回顾我国加筋土挡墙的发展概况[J].路基工程,1991,(2):23-27.
[19]姚代禄,张光羽.加筋土挡墙中加筋与土之间的摩擦性质初探[J].岩土工程学报,1989,11(1):49-54.
[20]黄强盛,夏旺民.滑坡稳定性评价中地震作用力计算的讨论[J].地震工程学报,2013,35(1):104-108.
PDF(1834 KB)
