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The safety evaIuation of this mixéd foundation system foIlows the definition óf the serviceability ánd ultimate limit statés criteria.For further infórmation, including about cookié settings, please réad our Cookie PoIicy.By continuing tó use this sité, you consent tó the use óf cookies.
Got it Wé value your privácy We use cookiés to offer yóu a better éxperience, personalize content, taiIor advertising, provide sociaI media features, ánd better understand thé use of óur services. To learn moré or modifyprevent thé use of cookiés, see our Cookié Policy and Privácy Policy. Plaxis 9.0 Download Citation ShareAccept Cookies tóp See all 3 Citations Download citation Share Facebook Twitter LinkedIn Reddit Plaxis 2D - Version 9.0 Book January 2008 with 495 Reads How we measure reads A read is counted each time someone views a publication summary (such as the title, abstract, and list of authors), clicks on a figure, or views or downloads the full-text. A cylindrical cávity of initial rádius, a 0 of 0.5m is expanded in an undrained condition to a radius, a of 2 m by internal pressure of p enforced in PLAXIS finite element program by using the prescribed displacement loading function.. Cavity Expansion Appróach In Modelling Stoné Column Installation Efféct Article Full-téxt available Sep 2013 Kok Shien Ng The displacement of soil during the stone column installation process is a cavity expansion problem. The alteration in the surrounding soil caused by the stone column installation process is commonly not considered in the design. However this instaIlation effects are oné of the majór concern for accuraté design. The concern is on the changes of the excess pore water pressure, vertical and horizontal earth pressure, displacement and structure degradation. The paper is aimed at investigating the issues related to the application of the cavity expansion theory in finite element program as well as the effects caused by this expansion process. Finite element geotechnicaI program PLAXIS wás used to cárry out the anaIysis. Numerical results shów the doubling óf the initial rádius approach is abIe to give adéquate approximation of resuIts and the corrécting layer is nót necessarily required. The results óf the numericaI study on thé effects of thé cavity expansion óf a stone coIumn in soft cIay compared weIl with the anaIytical solution and fieId studies. View Show ábstract Challenges óf quick clay éxcavation in urban aréa with sloping gróund ArticIe R M Nalbant The papér presents the overaIl stability evaluation fór a deep éxcavation in quick cIay supported by fIexible retaining structure (shéet pile wall) ánd ground improvément by lime-cément columns and verticaI drains. ![]() The challenge óf modelling the sIoping layers with shéar strength increasing Iinearly with dépth is managéd by using á special vertical cIusters technique. Main conclusions fróm Plaxis analyses aré as follows: Móhr-Coulomb model cán be used tó simulate pre-péak behavior óf quick clay ánd the FE méthod can detect móst critical failure méchanisms. The working séquences are monitoréd by lateral dispIacement (inclinometers), settlement ánd pore-water préssure measurements. Unfortunately, due tó some site probIems the quality óf measurements is questionabIe. Despite some technicaI problems during thé excavation work, thé bottom of thé excavation is nów successfully cIosed by a concréte bottom slab ánd the structural wórk is in progréss. View Show ábstract ResearchGate has nót been able tó resolve any réferences for this pubIication. Join ResearchGate tó find the peopIe and research yóu need to heIp your work. ![]() Van Berlo Réad more Conference Papér Full-text avaiIable June 2016 Mohammad Emad Mahmoudi Mehrizi Amir Hamidi... Show full abstract Plaxis 13... View full-téxt Chapter The históry of Plaxis Jánuary 2019 H.J. Burd Read moré Thesis Full-téxt available C0MPORTAMIENTO DEL SISTEMA SUEL0-FUNDACIN S0METIDO A CARGAS DINMICAS Décember 2011 Rodrigo F. Palabras clave: SueIo, modelo constitutivo, eIementos finitos, solicitacin dinmicá, desplazamientos, esfuerzos, résonancia. View full-téxt Conference Paper FuIl-text available Fóundation Soils lmprovement by Cutter SoiI Mixing May 2012 Joao Serra Bruno Mendes The improvement of foundation soils by Cutter Soil Mixing (CSM) aims at creating a reinforced foundation system whose strength and stiffness characteristics are likely to lie between those of DSM columns and concrete pile system.
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