The Impact of Extreme Groundwater Recharge and Dewatering Events on the Efficiency of a Deep Anchored Wall

Author:

Ghareh S.

Publisher

Springer Science and Business Media LLC

Subject

General Energy,Soil Science,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Water Science and Technology

Reference16 articles.

1. S. Koltuk, T. M. Fernandez-Steeger, and R. Azzam, "A numerical study on the seepage failure by heave in sheeted excavation pits," Geomech. Eng., 9(4), 513-530 (2015).

2. Z. Gang, D. Yiming, C. Xuesong, D. Yu, D. Xu, and W. Fanjun, "Characteristics and prediction methods for tunnel deformations induced by excavations," Geomech. Eng., 12(3), 361-397 (2017).

3. M. C. Ervin and J. R. Morgan, "Groundwater control around a large basement," Can. Geotech. J., 38(4), 732-740 (2001).

4. R. Szepeshazi, L. Radvanyi, and J. Szorenyi, "Deep excavation in stiff clay: design, construction and monitoring," Proc. 15th Int. Conf. Soil Mech. Geotech. Eng., Istanbul, Turkey, 1261-1264 (2001).

5. Y. C. Tan, S. S. Liew, S. S. Gue, and M. R. Taha, "A numerical analysis of anchored diaphragm walls for a deep basement in Kuala Lumpur, Malaysia," Proc. 14th Southeast Asian Geotechnical Conf., Hong Kong, 453-458 (2001).

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