Results 41 to 50 of about 4,492 (225)
Slope Stability Estimation of the Kościuszko Mound in Cracow
Studia Geotechnica et Mechanica, 2015 In the paper, the slope stability problem of the Kościuszko Mound in Cracow, Poland is considered. The slope stability analysis was performed using Plaxis FEM program. The outer surface of the mound has complex geometry.
Wrana Bogumił, Pietrzak Natalia
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Використання програмного комплексу для аналізу напружено-деформованого стану основи палевого фундаменту [PDF]
, 2013 В роботі порівнюються результати досліджень впливу палевого фундаменту на ґрунтову основу з використанням ростверку відповідної жорсткістю по випробуванням на будівельному майданчику та з застосуванням програмного комплексу Plaxis 3D foundation.В
Гембарська, М. О. +1 more
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Development οf an algorithm for computation and visualization of internal forces in 3D structural elements: application to the non-linear lateral response of piles [PDF]
, 2014 105 σ.Σκοπός της παρούσας διπλωματικής είναι η ανάπτυξη αλγορίθμου για τον υπολογισμό εντατικών μεγεθών σε τριδιάστατα δομικά στοιχεία και η εφαρμογή του σε μεμονωμένους πασσάλους και πασσαλομάδα από οπλισμένο σκυρόδεμα.
Panopoulos, Vasileios G. +1 more
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Analysis of the Effect of Anchor Rod on the Behavior of Diaphragm Wall Using Plaxis 3d
Aquatic Procedia, 2015 Abstract Diaphragm walls and anchor rods are generally provided to support open berth structures in marine soils. The diaphragm walls are subjected to loads due to the soil layer on one side of the structure. Anchor rods may be provided in order to strengthen the structure and to resist the lateral loads and reduce the deflection to a large extent ...
Yajnheswaran, , Ranjan, H.S., Rao, Subba
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International Journal for Numerical and Analytical Methods in Geomechanics, Volume 50, Issue 6, Page 2806-2822, 25 April 2026.ABSTRACT Design optimization for automatically generating optimal design results is a promising technique for enhancing the efficiency of design processes and outcomes. However, its development for soil nail reinforced slopes is limited since the traditional slope stability analysis using the limit equilibrium method (LEM) becomes relatively time ...
Weihang Ouyang, Kai Liu, Si‐Wei Liu
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Study on the settlement of raft foundations by different methods
MATEC Web of Conferences, 2018 In order to study effects of the size, the stiffness of foundation, and the applied load on the thickness of compressed zone and the settlement of raft foundations, this paper analyze methods of settlement calculation such as the method of summation of ...
Le Ba Vinh, Nguyen Van Nhan, Le Ba Khanh
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Anisotropy effects on the undrained stability of cuts in clays [PDF]
, 2019 It has long been recognised that soils are generally anisotropic with some of their properties varying depending on the direction of measurement. In particular, strength anisotropy should be a main concern in relation with the stability assessment of ...
Conesa, Sergi +2 more
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Analysis of Soil Displacement Field Caused by Small‐Radius S‐Shaped Tunnel
Advances in Civil Engineering, Volume 2026, Issue 1, 2026.Small‐radius curved tunnels are increasingly adopted in urban areas to navigate around existing infrastructure. However, their excavation induces more complex and asymmetric soil displacements compared to straight tunnels, especially in S‐shaped alignments where two consecutive reverse curves interact. This study uses 3D numerical modelling (Plaxis 3D)
Heng Liu +6 more
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Analisis Daya Dukung Tiang Bor (Bored Pile) Pada Struktur Pylon Jembatan Soekarno Dengan Plaxis 3d [PDF]
, 2015 All construction is engineered for resting on the ground should be supported by a foundation. Foundation serves as the support of the building and continue building loads on it to ground layer sufficient carrying capacity.
Harsanto, C. (Christian) +2 more
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Effect of anisotropy and destructuration on behavior of Haarajoki test embankment [PDF]
, 2009 This paper investigates the influence of anisotropy and destructuration on the behavior of Haarajoki test embankment, which was built by the Finnish National Road Administration as a noise barrier in 1997 on a soft clay deposit. Half of the embankment is
Abdulazim Yildiz +12 more
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