Discussion of “Forces on Plunge Pool Slabs: Influence of Joints Location and Width” by J. F. Melo, A. N. Pinhero, and C. M. Ramos
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VIEW THE ORIGINAL ARTICLEAuthor: G. MüllerAuthor Affiliations
Publication: Journal of Hydraulic Engineering
Volume 133, Issue 10
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References
Bollaert, E. (2002). “Transient water pressures in joints and formation of rock scour due to high-velocity jet impact.” Ph.D. thesis, EFPL, Lausanne, Switzerland.
Bretschneider, H. (1980). “Models of hydraulic structures: discharge conditions, energy dissipation, erosion.” Hydraulic modeling, H. Kobus ed., Chap. 10, Parey, Berlin, 183–203.
Kobus, H., ed. (1980). Hydraulic modeling, Parey, Berlin.
Lyatkher, V. M., and Khalturina, N. V. (1962). “Oscilacaõ de pressão debaixode uma laje de soleira.” Trudy Gidroposkta, 7, 30–63 (Translation No. 525, LNEC).
Marth, R., Müller, G., Wolters, G., Klavzar, A., Bruce, T., and Allsop, W. (2004). “Analysis of blockwork coastal structures.” Proc., 29th Int. Conf. Coastal Eng. 2004, ASCE, Reston, Va., 3878–3890.
Müller, G. (1997). “Propagation of wave impact pressures into water filled cracks.” Inst. Civ. Engnr’s. Proc. Water and Maritime, 124(2), 79–85.
Yuditskii, G. A. (1961). “Pressoẽs reais no leito, a jusante de barragens de grande Altura, com descarregador em salto de esqui.” Iz vestiya VNIIG, 67, 231–240 [translation 521 (LNEC)].
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Journal of Hydraulic Engineering
Volume 133 • Issue 10 • October 2007
Pages: 1181 - 1182
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© 2007 ASCE.
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Published online: Oct 1, 2007
Published in print: Oct 2007
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G. Müller
Dept. of Civil and Environmental Engineering, Univ. of Southampton, Highfield, Southampton SO17 1BJ, U.K. E-mail: [email protected]
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