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Articles by Roberto Cudmani
A General Framework to Simulate Soil-Structure Interface Behaviour Using Advanced Constitutive Models
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Implementierung von probabilistischen Baugrundmodellen in IFC 2x3 und 4.0
References 1buildingSMART International (2024) Open BIM [online]. Hertfordshire: buildingSMART International. https://www.buildingsmart.org/about/openbim [Zugriff am: 8. Juli 2024] 2Eastman, C. M. (1999) Building product models. Boca Raton, Fla: CRC Press. 3Laakso, M.; Kiviniemi, A. (2012) The IFC Standard. ITcon Journal of Information Technology in Construction 17, pp. 134–161.
Experimental Study on the Time-Dependent Resistance of Open-Ended Steel Piles in Sand
All articles published by MDPI are made immediately available worldwide under an open access license. No special permission is required to reuse all or part of the article published by MDPI, including figures and tables. For articles published under an open access Creative Common CC BY license, any part of the article may be reused without permission provided that the original article is clearly cited. For more information, please refer to https://www.mdpi.com/openaccess.
Numerical Modelling and Investigation of the Impact Behaviour of Single Guardrail Posts
1. Introduction With the fast-paced development of computer processors today, numerical simulations are becoming increasingly significant in the field of safety hardware crashworthiness. However, the computational efficiency is not the only decisive factor for a realistic simulation.
Perspectives of 3D Probabilistic Subsoil Modeling for BIM
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Geotechnik beim Bau des neuen Schiffshebewerks Niederfinow
Abstract Das neue Schiffshebewerk Niederfinow an der Havel-Oder-Wasserstraße überbrückt einen Geländesprung von 36 m und verbindet eine Hochebene mit überwiegend bindigen Böden mit dem Oderbruch, wo unterhalb von bindigen und organischen Schichten v. a. nichtbindige Sedimente anstehen. Der Baugrund besteht überwiegend aus eiszeitlichen Böden (Geschiebemergel, Schmelzwasser- und Beckensedimente).
Rate- and Time-Dependent Mechanical Behavior of Foam-Grouted Coarse-Grained Soils
Abstract This paper experimentally investigates the mechanical properties of foam-injected gravel by means of uniaxial compression tests and uniaxial creep tests. Bonding of noncohesive soils by foam injection is a novel soil improvement method that can be applied for the stabilization of cohesionless soils at the tunnel face and behind soldier pile walls. Limited data on the mechanical behavior of foam-injected soils is available in the literature.
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