Analysis of Mechanical Parameters of Expansive Soil of <?xml:namespace prefix = st1 ns = "urn:schemas-microsoft-com:office:smarttags" /><st1:PlaceName w:st="on">Main</st1:PlaceName> <st1:PlaceType w:st="on">Canal</st1:PlaceType> <st1:City w:st="on"><st1:place w:st="on">Zhengzhou</st1:place></st1:City> Section I of Middle Line South-to-North Water Transfer Project

Analysis of Mechanical Parameters of Expansive Soil of Main Canal Zhengzhou Section I of Middle Line South-to-North Water Transfer Project

详细信息

责任者：Chen Dongliang (Yellow River Engineering Consulting Co. ; Ltd. ; Zhengzhou 450003 ; China) ; Qin Jianpu
刊名：Resources Environment & Engineering
出版年：2011
卷期：25(5)
关键词：膨胀土 ; expansive soil
页码：p.507-509
图表：1 illus., 3 tables, 2 refs.
分类号：1702
出版序号：1063
issnNo：ISSN1671-1211
isbnNo：CN42-1736/X

摘要

The harm of expansive soil to channel is soil structure damage,which may cause instability of the slope,possibly affecting the safe operation of the water conveyance project.The mechanical properties of the expansive soil in Zhengzhou Section I is analyzed by Engineering analogy method and laboratory tests.,and reasonal geological suggestion is provided.