1 |
Huder, J. (1972), "Stability of Bentonite Slurry Trenches with Some Experiences in Swiss pPractice", Proceedings 5th European Conference on Soil Mechanics and Foundation Engineering, Madrid, pp.517-522.
|
2 |
Prater, E. G. (1973), "Die Gewolbewirkung der Schlitzwande", Der Bauingenieur, Nr. 48, Heft 4, pp. 125-131.
|
3 |
Piaskowski, A. and Kowalewski, Z. (1965), "Application of Thixotropic Clay Suspensions for Stability of Vertical Sides of Deep Trenches without Strutting", Proceedings 6th International Conference on Soil Mechanics and Foundation Engineering, Montreal, Vol.2, pp.526-529.
|
4 |
Gussmann, P. and Lutz, W. (1981), "Schlitzstabilität bei Anstehendem Grundwasser", Geotechnik, (4), pp.70-81.
|
5 |
Karstedt, J. P. (1982), "Untersuchungen zum aktiven raumlichen Erddruck im rolligem Boden bei hydrostatischer Stützung der Erdwand", Veroffentlichungen des Grundbauinstituts der Technischen Universitat Berlin, Heft 10.
|
6 |
Jaky, J. (1944), "The Coefficient of Earth Pressure at Rest" journal for Society of Hungarian Architects and Engineers October, pp. 355-358.
|
7 |
Lee, S. D. (2014), Soil Mechanics, CIR, pp.401-406
|
8 |
Park, B. S., Lee, S. D. (2015), "The 3-Dimensional Active Earth Pressure depending on the Size of Rectangular Wall", Journal of the Korean Geotechnical Society, Vol.31, No.9, pp.69-78.
DOI
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