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新疆南干渠基土的性状与评价
引用本文:杨松青,王于宝,崔东,向新益.新疆南干渠基土的性状与评价[J].中国水利水电科学研究院学报,2007,5(2):132-136.
作者姓名:杨松青  王于宝  崔东  向新益
作者单位:1. 新疆水利水电勘测设计研究院,地质勘察研究所,新疆,乌鲁木齐,830091;中国水利水电科学研究院,岩土工程研究所,北京,100044
2. 新疆水利水电勘测设计研究院,地质勘察研究所,新疆,乌鲁木齐,830091
摘    要:在新疆岩土工程中经常会遇到膨胀岩土和冻胀破坏问题。本文从理论分析和实践运用两方面,阐明了冻胀性土的冻胀机理、冻胀的主要影响因素、渠道衬砌冻胀破坏类型,提出了针对南干渠冻胀性土和膨胀岩土的有效的工程处理措施,特别是对渠道沿线广泛分布的第三纪白砂岩作为渠道填方料、渠基膨胀泥岩换填料的可行性进行了研究。通过大量专题试验,查明了粗砂岩、中粗砂岩、中细砂岩、细砂岩等各自的岩土特性,解决了这一工程技术难题,并取得了良好的经济效益。

关 键 词:膨胀岩土  冻胀破坏  渠道衬砌
文章编号:1672-3031(2007)02-0132-05
修稿时间:2007-03-20

Study on characteristic of base soil of the South Arterial Canal in Xinjiang
YANG Song_qing,WANG Yu_bao,CUI Dong and XIANG Xin_yi.Study on characteristic of base soil of the South Arterial Canal in Xinjiang[J].Journal of China Institute of Water Resources and Hydropower Research,2007,5(2):132-136.
Authors:YANG Song_qing  WANG Yu_bao  CUI Dong and XIANG Xin_yi
Affiliation:1. Xinjiang Water Conservancy and Water Power Investigation and Design Institute, Urmruti 830000, China ; 2. Dept. of Geotechnical Engineering, IWHR, Beijing 100044, China
Abstract:The engineering geologic problems of expansive soil and frost damage are often encountered in geotechnical engineering in Xinjiang.From aspects of practice and(theory,) the authors analyzed the frost upheaval mechanism of these kinds of soil,their main infection factors,and the destruction types of canal lining due to frost upheaval.The authors put forward some effective engineering treatment measures for the South Arterial Canal in Xinjiang.Especially,the authors studied the feasibility of replacing the expansive mudstone with the tertiary white sandstone,which is widely distributed in North Xinjiang,as the embankment material of the canal body and the canal base.At present,the research results have been applied in practice to solve some engineering technical difficulties and some favorable engineering benefits have been achieved.
Keywords:expansive soil  frost upheaval destruction  canal lining
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