• 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
Du Yan-ling, Xu Guo-an. The Principles and Applications of the Model Test Techniques Using the Electric-resistance Networks to Simulate the Threedimensional Seepage Problems[J]. Chinese Journal of Geotechnical Engineering, 1980, 2(1): 64-77.
Citation: Du Yan-ling, Xu Guo-an. The Principles and Applications of the Model Test Techniques Using the Electric-resistance Networks to Simulate the Threedimensional Seepage Problems[J]. Chinese Journal of Geotechnical Engineering, 1980, 2(1): 64-77.

The Principles and Applications of the Model Test Techniques Using the Electric-resistance Networks to Simulate the Threedimensional Seepage Problems

More Information
  • Published Date: February 14, 1980
  • The paper describes systematically the principles of the model test techniques using the electric-resistance networks to simulate the three-dimensional seepage problems and its practical applications. Reasonable methods for calculating the model resistances, measuring techniques and formulas for calculating the hydraulic gradients are presented. The main advantages of this test procedures are the stable electric field, reliable test results and available for complex geological and boundary conditions. It is one of the useful tools for solving the three-dimensional seepage problems. The test results on such models relating to two dam sites are introduced in last section of this paper as the examples of its application.
  • Related Articles

    [1]ZENG Lingling. Review and investigation on stress sensitivity of naturally sedimentary soils[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(3): 463-469. DOI: 10.11779/CJGE20231195
    [2]LIU Jingbo, LU Xihuan, BAO Xin. Comparison of response acceleration methods suggested by different standards[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(1): 47-56. DOI: 10.11779/CJGE20211392
    [3]XIONG Zhong-ming, ZHANG Chao, HUO Xiao-peng, CHEN Xuan. Shaking table tests on acceleration response of ground fissure site[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(3): 520-526. DOI: 10.11779/CJGE201803016
    [4]WANG Zi-yu, LING Xian-zhang, HUI Su-qing. Field monitoring of vibration response of subgrade in a seasonally frozen region[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(9): 1591-1598. DOI: 10.11779/CJGE201509005
    [5]ZHAO Jiang-qian, LIU You-ping, YU Wei-wei, XU Bin. Dynamic response of deep buried tunnels in saturated soil to effect of seismic acceleration[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 418-424.
    [6]YANG Junjie, LIU Qiang, LIU Fei, TOYOSAWA Y, HORII N. Discussion on error of centrifugal acceleration in centrifugal model tests[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(2): 241-246.
    [7]XU Xueyan, XU Chunhua, LI Xiaozhi. Research on earthquake acceleration response spectrum of frozen soil ground[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(6): 680-683.
    [8]Fan Yiqun, Li Xikui. Sensitivity analysis in geotechnical backanalysis of elasto plastic soils[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(2): 15-18.
    [10]Zhu Cunhong. A Formula for Determination of Maximum Acceleration of Ground[J]. Chinese Journal of Geotechnical Engineering, 1985, 7(1): 37-46.

Catalog

    Article views (1214) PDF downloads (378) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return