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Maghsoudloo, A. (author), Askarinejad, A. (author), de Jager, R.R. (author), Molenkamp, F. (author), Hicks, M.A. (author)Planning a monitoring campaign for a natural submarine slope prone to static liquefaction is a challenging task due to the sudden nature of flow slides. Therefore, gaining a better insight by monitoring the changes in pore pressure and acceleration of the soil mass, prior to and at the onset of static liquefaction, of submerged model slopes...journal article 2021
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de Jager, R.R. (author), Maghsoudloo, A. (author), Askarinejad, A. (author), Molenkamp, F. (author)The liquefaction tank is an experimental facility developed to conduct physical scale model tests of liquefaction flow slides. We developed the liquefaction tank to evaluate the performance of advanced numerical models for submerged slopes composed of sand. For the long-term, the research with the liquefaction tank aims at composing a database...conference paper 2017
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Molenkamp, F. (author), De Jager, R.R. (author), Mathijssen, F.A.J.M. (author)For the saturated case with only one pore fluid, either water or air, the roles of both the intergranular stress tensor and the pore fluid stress can be distinguished easily. In the unsaturated case, the capillary water is recognized to induce capillary suction in the pores and capillary-suction-induced interparticle forces. At the macroscale,...journal article 2014
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De Jager, R.R. (author), Molenkamp, F. (author)For the experimental investigation of the static liquefaction of a slope of water-saturated fine sand first a uniform submerged sand layer is composed in a large liquefaction tank by applying fluidisation by upward flowing pore water from the bottom of the tank. Subsequently a submerged slope is created by applying hydraulic suction-dredging....conference paper 2012
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Rohe, A. (author), Molenkamp, F. (author), Van Horssen, W.T. (author)The uniqueness and mathematical stability of the Dirichlet boundary value problem of linear elastostatics is studied. The problem is posed as a set of partial differential equations in terms of displacements and Dirichlet-type of boundary conditions (displacements) for arbitrary bounded domains. Then for the circular interior domain the closed...journal article 2007
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- Molenkamp, F. (author) public lecture 2003
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Molenkamp, F. (author), van Os, R.C. (author)In order to verify the capability of finite element models with the constitutive model MONOT (Molenkamp, 1980) to predict both the initiation of liquefaction of a slope of loose sand and the initial flow pattern a series of liquefaction tests in the BRUTUS-tank at Delft Geotechnics has been proposed (Molenkamp, 1982).report 1987