Effect of weep hole and cut-off wall on hydraulic gradient and uplift pressure under a diversion dam

Author:

MAHTABI GHORBAN,TARAN FARSHID

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Reference18 articles.

1. Nagraj T S and Murthy B R S 1985 Prediction of the reconsolidation pressure and recompression index of soil. Geotech. Test. J. 8: 199–202

2. Zainal A K E 2011 The effect of cutoff wall angle on seepage under dams. J. Eng. 5: 1109–1131

3. El-Razek M A and Elela M M A 2002 Effect of drainage gallery dimensions on the uplift force of a gravity dam. J. Lowland Tech. Int. 4: 43–50

4. Chahar Bh R 2004 Determination of length of a horizontal drain in homogeneous earth dams. J. Irrig. Drain. Eng. 130: 530–536

5. Da Silva J F 2005 Influence of the geometry of the drainage system and of the foundation anisotropy on the uplift pressures under concrete dams. In: 5 th Brazilian Symposium on Applications of Computational Mechanics in Geotechnical Engineering, Belo Horizonte, Brazil, pp. 165–174

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