• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
CHEN Jiansheng, LIU Jiangang. Study on leakage of Shijiao section of Beijiang river dyke[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(4): 436-441.
Citation: CHEN Jiansheng, LIU Jiangang. Study on leakage of Shijiao section of Beijiang river dyke[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(4): 436-441.

Study on leakage of Shijiao section of Beijiang river dyke

More Information
  • Published Date: July 25, 2002
  • According to the synthesis information of geological environment condition and the data determined by isotope tracer and natural tracer analysis that include hydrogeochemistry condition of Beijiang river dyke leakage, the reason of leakage and infiltration distortion of the dyke in the past years is the existence of some concentrated seepage passageways in the rock. Tracer communicating test by borehole identifies there are two seepage passageways existed in the rock and they are developing further.
  • Related Articles

    [1]ZHANG Bo, YANG Wei-hao, WANG Bao-sheng. Elastoplastic design theory for ultra-deep frozen wall considering large deformation features[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(7): 1288-1295. DOI: 10.11779/CJGE201907013
    [2]ZHANG Chang-guang, ZHANG Cheng-lin, ZHOU Fei, YAN Qing. Effect of strength theory in elastic-plastic analysis of a circular tunnel[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(8): 1449-1456. DOI: 10.11779/CJGE201808010
    [3]WANG Zong-jian, MA Shu-wen, TANG Xiao-shuang, WU Jin-ming, ZHI Xian-ping, LU Liang. Application of elastic cable theory in design of reinforced earth structure[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(1): 122-129. DOI: 10.11779/CJGE201801012
    [4]ZHUANG Yan-feng. Theory and design method for electro-osmotic consolidation[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 152-155. DOI: 10.11779/CJGE2016S1028
    [5]YANG Wei-hao, DU Zi-bo, YANG Zhi-jiang, BO Dong-liang. Plastic design theory of frozen soil wall based on interaction between frozen soil wall and surrounding rock[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(10): 1857-1862.
    [6]YANG Wei-hao, YANG Zhi-jiang, BO Dong-liang. Elastic-plastic design theory of frozen soil wall based on interaction between frozen wall and surrounding rock[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(1): 175-180.
    [7]WANG Tao, LIU Jinli. Tests on influence of pile-soil-pile interaction[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(1): 100-105.
    [8]Li Wenping. Testing and theoretical studies on the interaction between soil and shaft wall during deep soil compression due to losing water[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(4): 475-480.
    [9]Zhang Qinxi, Sun Jiale, Liu Ke. Principle and application of deformation control design for retaining structure in deep excavation[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(2): 26-30.
    [10]Chen Xiangsheng. Time space design theory for deep ice wall of short cylinder[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(5): 16-19.

Catalog

    Article views (1103) PDF downloads (374) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return