Searched for: mods_originInfo_publisher_s%3A%22American%255C+Society%255C+of%255C+Civil%255C+Engineers%22
(1 - 16 of 16)
document
Giardina, C. (author), Hendriks, M.A.N. (author), Rots, J.G. (author)
This paper describes a new framework for the assessment of potential damage caused by tunneling-induced settlement to surface masonry buildings. Finite element models in two and three dimensions, validated through comparison with experimental results and field observations, are used to investigate the main factors governing the structural...
journal article 2015
document
Dinh, V.N. (author), Basu, B. (author), Brinkgreve, R.B.J. (author)
Stochastic seismic wavelet-based evolutionary response of multispan structures including wave-passage and site-response effects is formulated in this paper. A procedure to estimate site-compatible parameters of surface-to-bedrock frequency response function (FRF) by using finite-element analysis of the supporting soil medium is proposed. The...
journal article 2013
document
Dawotola, A.W. (author), Trafalis, T.B. (author), Mustaffa, Z. (author), Van Gelder, P.H.A.J.M. (author), Vrijling, J.K. (author)
This paper proposes a data-driven approach in determining an optimal inspection interval for a petroleum pipeline system. The approach accounts for the determination of both the probability of failure and its associated consequences. The probability of failure is estimated by fitting the historical data of failure of the pipeline into either a...
journal article 2012
document
Hoan, N.T. (author), Stive, M.J.F. (author), Booij, R. (author), Hofland, B. (author), Verhagen, H.J. (author)
This paper presents the results of an experimental study on stone stability under nonuniform turbulent flow, in particular expanding flow. Detailed measurements of both flow and turbulence and the bed stability are described. Than various manners of quantifying the hydraulic loads exerted on the stones on a bed are extensively reviewed and...
journal article 2011
document
Perdok, U. (author), Crossman, M. (author), Verhagen, H.J. (author), Howard, S. (author), Simm, J. (author)
The performance and durability of timber groynes (or 'groins') is highly dependent on the design and detailing of the structure. Using knowledge and experience developed over generations an effective functional design can be achieved, which may ultimately result in lower whole life costs and provide environmental advantages over alternative...
conference paper 2003
document
Verhagen, H.J. (author), Van Dijk, B. (author), Nederpel, A. (author)
Medium height breakwaters are subjected to a considerable amount of overtopping. This implies the armour on the inner slope has to stable against overtopping waves. Existing equations do lack some basic understanding of the process of starting up movement of rock on the inner slopes. In order to get more insight into this phenomenon a special...
conference paper 2003
document
Van den Bosch, A. (author), D' Angremond, K. (author), Verhagen, H.J. (author), Olthof, J. (author)
Studies on the stability of the amour layer (d’Angremond et. al. [1999] revealed the importance of density of placement. The current research focuses on the influence of the density of placement on the stability of cubes in a double armour layer and tetrapods and rocks in a single armour layer. The experiments were performed in the Laboratory of...
conference paper 2002
document
Verhagen, H.J. (author), D' Angremond, K. (author), Van der Vliet, K. (author)
Recent research has shown that it is possible to use concrete cubes as a single armour layer on breakwaters. However, this is only possible in case a placing density of at least 70 % is achieved. In lab-tests it is no problem to place cubes with this density, however it is questionable if such a placing density can be achieved in prototype...
conference paper 2002
document
Bosma, C. (author), Verhagen, H.J. (author), D'Angremond, K. (author), Sint Nicolaas, W. (author)
The paper describes the use of two fundamental design parameters, the void porosity and layer thickness in rock armour constructions. These design parameters are very sensible for factors such as the boundary definition of a rock layer, rock production properties, intrinsic properties and construction properties. Differences in the value of the...
conference paper 2002
document
Stive, M.J.F. (author), Ruol, P. (author), Capobianco, M. (author), Buijsman, M. (author)
conference paper 1997
document
Stive, M.J.F. (author), Roelvink, D.A. (author), De Vriend, H.J. (author)
conference paper 1990
document
Stive, M.J.F. (author), De Vriend, H.J. (author)
conference paper 1987
document
Van Heteren, J. (author), Stive, M.J.F. (author)
conference paper 1984
document
Battjes, J.A. (author), Stive, M.J.F. (author)
conference paper 1984
document
Edge, B.L. (author), Baird, W.F. (author), Caldwell, J.M. (author), Fairweather, V. (author), Magoon, O.T. (author), Treadwell, D.D. (author)
The objectives of the Port Sines Investigation Panel were to collect perishable data on and to identify causes of the failure on February 26, 1978, of the rubble mound breakwater at Port Sines, on the Atlantic Coast of Portugal. This report is a result of that investigation. The structure is the largest of its kind in such an exposed environment...
report 1982
document
Stive, M.J.F. (author)
conference paper 1980
Searched for: mods_originInfo_publisher_s%3A%22American%255C+Society%255C+of%255C+Civil%255C+Engineers%22
(1 - 16 of 16)