长江科学院院报 ›› 2009, Vol. 26 ›› Issue (11): 42-46.

• 南水北调工程“膨胀土技术”专辑 • 上一篇    下一篇

膨胀土渠坡处理效果的离心模型试验研究

 程永辉, 李青云, 龚壁卫, 周正兵, 吴宏伟   

  • 出版日期:2009-11-01 发布日期:2012-07-05

Research of Centrifuge Modeling Test on Expansive Clay Slopes Treatment Effects

 CHENG  Yong-Hui, LI  Qing-Yun, GONG  Bi-Wei, ZHOU  Zheng-Bing, WU  Hong-Wei   

  • Online:2009-11-01 Published:2012-07-05

摘要:

南水北调中线工程是解决华北水资源危机的一项重大基础设施,全长 1 400 余 km ,穿越膨胀土 ( 岩 ) 渠段长约 340 km 。为研究南水北调中线工程膨胀土渠坡处理方案的处理效果,在总结已有研究成果的基础上,采用离心模型试验方法,开展了衬砌、换填黏性土+衬砌、土工格栅回填弱膨胀岩+衬砌 3 种处理方案的离心模型试验,并比较了换填黏性土方案中不同厚度的影响。试验研究中,模拟了衬砌失效的漏水工况、渠道长年输水工况及快速疏干的检修工况。观测了垂向变形、孔隙水压力和土压力变化,并采用图像处理技术,分析了试验过程中渠坡的变形,比较了各处理方案的处理效果。

Abstract:

South-to-North Water Transfer Project (SNWTP) is a mega infrastructure to solve water crisis in North China, its length is about 1 400 km, of which the section through the expensive soil is about 340 km 。 Centrifuge modeling tests which include three disposal plans of lining, replacement clay and weak swelling rock with geogrid were carried out to study the treatment effect based on existing research results, the impacts of the different replacement clay thicknesses were compared. The conditions of lining leaking, channel water transport all the year round and channel rapid dewatering were simulated, and the changes of vertical deformation, pore water pressures and earth pressure were recorded. Also, the PIV technique was adopted to capture soil displacements by image analysis. In this paper, the effects of different disposal plans for expansive soil slope were discussed and compared.