Backslope stability of rubble mound breakwaters.

1982
Serpil, Mehmet

Suggestions

Backcalculation of pavement layer properties using artificial neural network based gravitational search algorithm /
Öcal, Arda; Pekcan, Onur; Department of Civil Engineering (2014)
Transportation agencies need to make accurate decisions about maintenance strategies to provide sustainability of pavements. Non-destructive pavement evaluation means play a crucial role when making such assessments. A commonly used method is to use Falling Weight Deflectometer (FWD) device which measures the surface deflections under imposed loadings. Determination of layer properties through the use of FWD deflections is known as pavement layer backcalculation. This process requires the use of mathematica...
Wave run-up on rubble mound shore structures formed by cubic concrete blocks.
Akdemir, Hasan Nurhan; Department of Civil Engineering (1978)
Creep movements of reactivated landslides
Huvaj Sarıhan, Nejan (null; 2009-10-02)
Wave run-up on rubble mound breakwater with composite slopes.
Kuzucu, Sermet F; Department of Civil Engineering (1973)
Flexural cracking in partially prestresses concrete beams.
Keyder, Engin; Ersoy, Uğur; Department of Civil Engineering (1972)
Citation Formats
M. Serpil, “Backslope stability of rubble mound breakwaters.,” Middle East Technical University, 1982.