JU Yuan-jiang.Formation Mechanism and Treatment to Flowing Soil[J].Research of Soil and Water Conservation,2007,14(02):142-144.
流土灾害的形成机理与治理
- Title:
- Formation Mechanism and Treatment to Flowing Soil
- 分类号:
- P64.22
- 摘要:
- 流土灾害是各类工程活动中经常遭遇到的与地下水有关的地质灾害之一。对于流土的防治方法，工程实践中进行了大量的研究，并成效显著。但在对流土机理认识以及流土类型划分等方面，尚缺乏统一意见，在防治方法的理论依据上也讨论不多。从基本概念入手，对工程中出现的流土灾害类型进行划分，并讨论其机理，总结描述流土的常规模型，并对流土耦合模型进行探讨，根据模型探讨流土防治方法的理论依据。
- Abstract:
- Flowing soil is one of the most familiar kind disaster related to ground water during all kinds of engineering buildings. Lots of work about prevention and cure methods on flowing soil disaster has been studied during practices, and some kinds of methods had nice effects on flowing soil disaster controlling. But because there is still some different viewpoints on mechanism and taxonomy about flowing soil, few scholars talked over on the academic bases. The author starts with the essential conception of flowing soil, classifies the flowing soil disaster presenting to earthy engineering to different kinds and discusses the mechanisms respectively, summarizes the general model describing flowing soil and discusses the coupling model describing flowing soil, depending on the two kinds of models, discusses the academic bases of flowing soil disaster controlling.
参考文献/References:
[1] 杨裕云,杨红刚,吴有才.与地下水作用有关的地质灾害[J].水文地质工程地质,2004,(增刊):1-7.
[2] 李广信,周晓杰.土的渗透破坏及其工程问题[J].工程勘察,2004,(5):10-13.
[3] 何永红,王建明,李粉灵.粗粒土渗透变形机制浅析[J].西北水电,2002,(2):44-46.
[4] 唐益群,施伟华,张先林.关于流土和管涌的试验研究和理论分析[J].上海地质,2003,(1):25-31.
[5] 潘宝国,朱锁成,郑必勇.基坑流土现象实例分析与处理[J].西部探矿工程,2004,(9):41-42.
[6] 杨锦东.深基坑中的渗透变形和防治[J].广东建材,2004,(8):59-60.
[7] 许宝田,阎长虹,李小昭.隧道开挖过程中的渗透变形问题分析——结合南京地区工程实例[J].水文地质工程地质,2002,(2):45-48.
[8] 葛亮涛,叶贵钧,高洪烈.中国煤田水文地质学[M].北京:煤炭工业出版社,2001.281-323.
[9] 李柱和,祝树红,顾雪明.防渗堵漏技术在煤矿建设中的应用[J].建井技术,2000,21(1):18-20.
[10] 姚源道,刘忠义.地下工程堵漏技术[J].建筑技术,1994,21(4):231-234.
[11] 隋旺华,李永涛,李贯田,等.煤矿立井微孔隙岩体注浆防渗及机理分析[J].岩土工程学报,2000,22(2):214-217.
[12] 浦玉炳,吴立人.土工织物在航道堤坝地基防渗工程中的应用[J].水运工程,2002,(8):58-59.
[13] 葛中华.土体裂缝注浆防渗的临界水力梯度及其防渗机理[J].南京大学学报(自然科学),1997,33,(4):571-579.
[14] 钱玉林.筑堤土防渗性状试验研究[J].岩土力学,2004,25(5):824-826.
[15] 钱玉林,严斌,胡唐伯.渗透变形的防治及其工程应用[J].土工基础,2001,15(1):57-60.
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备注/Memo
收稿日期:2006-4-9
作者简介:鞠远江（1975- ），男，博士，中国矿业大学讲师，主要从事煤矿地质灾害研究。