Relevant bibliographies by topics / Plaxis3D 2013

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  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'Plaxis3D 2013'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Plaxis3D 2013"

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Wrana, Bogumił, and Natalia Pietrzak. "Slope Stability Estimation of the Kościuszko Mound in Cracow." Studia Geotechnica et Mechanica 37, no. 2 (2015): 93–101. http://dx.doi.org/10.1515/sgem-2015-0026.

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Abstract 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. The slope of the cone is not uniform in all directions, on the surface of the cone are pedestrian paths. Due to its complicated geometry it was impossible to do computing by Plaxis input pre-procesor. The initial element mesh was generated using Autodesk Autocad 3D and next it was updated by Plaxis program. The soil parameters were adopted in accordance with the detai
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Bredy, Somia, and Jan Jandora. "Three‑Dimensions Modelling of a Jet Pile Construction in the Karolinka Dam." Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis 67, no. 3 (2019): 637–48. http://dx.doi.org/10.11118/actaun201967030637.

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Karolinka Earth Fill dam was built on the Stanovnice river above the town of Karolinka in the region of Vsetín. Because of leakage on the downstream dam face due to bad compacting of soil during the construction stage, the reservoir was used to a limited level. There were some steps to improve safety which had been developed to reconstruct the dam after extensive surveys in 2005. The major rehabilitation was commenced in period from September 2012 till October 2013, included the remediation of central impervious core in the dam by using the diaphragm wall (I also have worked on) and jet grouti
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Khaledi, Kavan, Tom Schanz, and Shorash Miro. "APPLICATION OF METAMODELLING TECHNIQUES FOR MECHANIZED TUNNEL SIMULATION." Journal of Theoretical and Applied Mechanics 44, no. 1 (2014): 45–54. http://dx.doi.org/10.2478/jtam-2014-0003.

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Abstract Complex engineering problems require using computation- ally expensive simulations which take relatively long time. In such cases, routine tasks such as design optimization, parameter identification, or sensitivity analysis become impractical since they require thousands or even millions of simulations. A common practice for engineers to solve this problem is to use metamodels in place of actual simulation models. In this paper, we investigate the performance of four metamodelling approaches, namely, Response Surface Methodology, Moving Least Squares, POD-RBF, and Neighborhood Approxi
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Superczyńska, M., K. Józefiak, and A. Zbiciak. "Numerical Analysis of Diaphragm Wall Model Executed in Poznań Clay Formation Applying Selected Fem Codes." Archives of Civil Engineering 62, no. 3 (2016): 207–24. http://dx.doi.org/10.1515/ace-2015-0093.

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Abstract The paper presents results of numerical calculations of a diaphragm wall model executed in Poznań clay formation. Two selected FEM codes were applied, Plaxis and Abaqus. Geological description of Poznań clay formation in Poland as well as geotechnical conditions on construction site in Warsaw city area were presented. The constitutive models of clay implemented both in Plaxis and Abaqus were discussed. The parameters of the Poznań clay constitutive models were assumed based on authors’ experimental tests. The results of numerical analysis were compared taking into account the measured
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Rădan (Toader), Georgiana, Nicoleta Rădulescu, and Gheorghe Oancea. "Mathematical Modelling for Micropiles Embedded in Salt Rock." Mathematical Modelling in Civil Engineering 12, no. 1 (2016): 23–35. http://dx.doi.org/10.1515/mmce-2016-0003.

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Abstract This study presents the results of the mathematical modelling for the micropiles foundation of an investement objective located in Slanic, Prahova county. Three computing models were created and analyzed with software, based on Finite Element Method. With Plaxis 2D model was analyzed the isolated micropile and the three-dimensional analysis was made with Plaxis 3D model, for group of micropiles. For the micropiles foundation was used Midas GTS-NX model. The mathematical models were calibrated based with the in-situ tests results for axially loaded micropiles, embedded in salt rock. Th
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Hoľko, Michal, and Jakub Stacho. "Comparison of Numerical Analyses with a Static Load Test of a Continuous Flight Auger Pile." Slovak Journal of Civil Engineering 22, no. 4 (2014): 1–10. http://dx.doi.org/10.2478/sjce-2014-0017.

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Abstract The article deals with numerical analyses of a Continuous Flight Auger (CFA) pile. The analyses include a comparison of calculated and measured load-settlement curves as well as a comparison of the load distribution over a pile's length. The numerical analyses were executed using two types of software, i.e., Ansys and Plaxis, which are based on FEM calculations. Both types of software are different from each other in the way they create numerical models, model the interface between the pile and soil, and use constitutive material models. The analyses have been prepared in the form of
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Yılmazoğlu, L., and G. Ç. İnce. "Investigation of the influence of topographic irregularities and two dimensional effects on the intensity of surface ground motion with one- and two-dimensional analyses." Natural Hazards and Earth System Sciences Discussions 1, no. 6 (2013): 7193–238. http://dx.doi.org/10.5194/nhessd-1-7193-2013.

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Abstract. In this work, the surface ground motion that occurs during an earthquake in ground sections having different topographic forms has been examined with one and two dynamic site response analyses. One-dimensional analyses were undertaken using the Equivalent-Linear Earthquake Response Analysis program based on the equivalent linear analysis principle and the Deepsoil program which is able to make both equivalent linear and nonlinear analyses and two-dimensional analyses using the Plaxis software. The viscous damping parameters used in the dynamic site response analyses undertaken with t
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J., Ahadiyan, Esmaeilzadeh F.F., and Aghamajidi R. "Investigation of Stone Columns’ Role in Reinforcing Coastal Embankments Using Plaxis." International Journal of Engineering and Technology 11, no. 3 (2019): 476–81. http://dx.doi.org/10.21817/ijet/2019/v11i3/191103035.

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Verhaeghe, Hadewych, Luc Van Damme, Jan Goemaere, Evy Boone, and Julien De Rouck. "SETTLEMENT MEASUREMENTS OPTIMISING CONSTRUCTION OF A BREAKWATER ON SOFT SOIL." Coastal Engineering Proceedings 1, no. 33 (2012): 87. http://dx.doi.org/10.9753/icce.v33.structures.87.

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The need of an improved harbour access resulted into the construction of two new rubble mound breakwaters in Ostend, Belgium (Verhaeghe et al., 2010). Extensive soil investigation during the design phase of the breakwaters showed that the most northern part of the western breakwater is located in a zone containing a thick upper layer of soft material. To deal with the bad soil characteristics, a very strong geotextile was used to serve as a kind of armouring of the breakwater. An extensive analysis was carried out to determine how fast construction could go on, avoiding overall geotechnical fa
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Islam, Md Azijul, Mohammad Shariful Islam, and Abhijeet Acharjee Jeet. "A Geotechnical Investigation of 2017 Chattogram Landslides." Geosciences 11, no. 8 (2021): 337. http://dx.doi.org/10.3390/geosciences11080337.

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In this study, an attempt is made to uncover and discuss the geo-environmental characteristics, triggers, and consequences of a landslide disaster in the Chattogram Hill Tracts (CHT) region of Bangladesh. The hilly areas are composed of Tertiary and Quaternary sediments which have been folded, faulted, uplifted and, then deeply dissected by rivers and other water bodies. This paper presents a case study on the geotechnical investigation and numerical modeling of the landslides of 13 June 2017. A field visit and soil sample collection, followed by laboratory testing were conducted at the landsl
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Dissertations / Theses on the topic "Plaxis3D 2013"

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Tedesco, Giacomo. ""Offshore tower or platform foundations: numerical analysis of a laterally loaded single pile or pile group in soft clay and analysis of actions on a jacket structure"." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2014. http://amslaurea.unibo.it/6802/.

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Laterally loaded piles are a typical situation for a large number of cases in which deep foundations are used. Dissertation herein reported, is a focus upon the numerical simulation of laterally loaded piles. In the first chapter the best model settings are largely discussed, so a clear idea about the effects of interface adoption, model dimension, refinement cluster and mesh coarseness is reached. At a second stage, there are three distinct parametric analyses, in which the model response sensibility is studied for variation of interface reduction factor, Eps50 and tensile cut-off. In additio
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Book chapters on the topic "Plaxis3D 2013"

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Manohar, Lakshmi, and A. K. Vasudevan. "Stability Analysis of Slope in Kuranjeri During Kerala Flood 2018 Using PLAXIS-3D." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6346-5_63.

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Hu, Qizhi, Zhou Liu, Guihong Song, and Xinshan Zhuang. "The Stability Analysis of Foundation Pit Under Seepage State Based on Plaxis Software." In Proceedings of the 2nd Czech-China Scientific Conference 2016. InTech, 2017. http://dx.doi.org/10.5772/66806.

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Lo, S. "A study in an attempt to use embedded pile structure elements to simulate soil nail structures in PLAXIS 2D 2012 and 3D 2012." In Numerical Methods in Geotechnical Engineering. CRC Press, 2014. http://dx.doi.org/10.1201/b17017-137.

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Conference papers on the topic "Plaxis3D 2013"

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Xu, Binbin. "Influence of Permeability on Axial Symmetric Consolidation Method via Plaxis3D." In 2017 5th International Conference on Machinery, Materials and Computing Technology (ICMMCT 2017). Atlantis Press, 2017. http://dx.doi.org/10.2991/icmmct-17.2017.29.

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Xu, Binbin, and Naishou Zhang. "Elasto-plastic Deformation Analysis of Caisson Cofferdam Based on Plaxis3D." In Proceedings of the 2018 3rd International Conference on Advances in Materials, Mechatronics and Civil Engineering (ICAMMCE 2018). Atlantis Press, 2018. http://dx.doi.org/10.2991/icammce-18.2018.47.

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Salimah, A’isyah, and Muhammad Hasan. "Stability Analysis And Landslide Countermeasures Using Plaxis2d In The Cigentis Watersheds, Karawang, West Jawa." In Proceedings of the 1st International Conference on Engineering, Science, and Commerce, ICESC 2019, 18-19 October 2019, Labuan Bajo, Nusa Tenggara Timur, Indonesia. EAI, 2019. http://dx.doi.org/10.4108/eai.18-10-2019.2289904.

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Shajitha, A. U., and K. Niranjana. "Slope Stability Analysis and Slope Stability Improvement by Plaxis." In International Conference on Emerging Trends in Engineering & Technology (ICETET-2015). Research Publishing Services, 2015. http://dx.doi.org/10.3850/978-981-09-5346-1_ce-517.

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Mohan, Lakshmi, and A. V. Praseeja. "Parametric Study of an Geogrid Reinforced Soil Wall Using Plaxis 2D." In International Conference on Emerging Trends in Engineering & Technology (ICETET-2015). Research Publishing Services, 2015. http://dx.doi.org/10.3850/978-981-09-5346-1_ce-507.

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Mohan, Neerad, and K. Ramya. "Study of the Lateral Load Carrying Capacities of Piles in Layered Soils Using Plaxis 3D." In International Conference on Emerging Trends in Engineering & Technology (ICETET-2015). Research Publishing Services, 2015. http://dx.doi.org/10.3850/978-981-09-5346-1_ce-508.

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Cao, Jianchun, and Luo Yang. "Effect of Skirts on the Lateral Capacity of Mudmats in Soft Clay." In ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-11635.

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This paper presents the development of a three-Dimensional Finite Element Analysis (3D FEA) model using Finite Element Code PLAXIS 3D to investigate the skirt’s effect on the lateral capacity of a mudmat in soft clay. It is found that, for a skirted mudmat, 1) the stiffness of skirts had an influence on the mobilization of its ultimate lateral capacity; 2) the required lateral displacement to mobilize the ultimate lateral capacity was about 1% of its width; 3) the lateral capacity is proportional to skirt depth under a soft clay condition with a linearly increasing strength; 4) the ultimate la
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Aghazadeh, Zahra, M. S. Rahman, and M. A. Gabr. "Evaluation of Plate Anchors Capacity in Saturated Soils Using Different Constitutive Models." In ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/omae2014-24226.

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Evaluation of the uplift capacity of plate anchors in saturated clay is an important aspect in offshore anchoring of various structures. In most of the literature reviewed, a constitutive model such as Tresca or Mohr-Coulomb has been used in analyses. There exists a need to study the anchors’ pull out capacity using other advanced soil models and discern differences in results. This study presents the results of finite element simulation of a rectangular or circular plate anchor in saturated clay. The capacity factors (Nc) of the plate are assessed through the application of displacement contr
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Kennedy, Justin, John Oliphant, Alasdair Maconochie, Bruno Stuyts, and David Cathie. "CAISSON: A Suction Pile Design Tool." In ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-10836.

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The two main suction pile design methods that are generally applied and accepted within the industry are 3D Finite Element analysis and limit equilibrium. The limit equilibrium method involves assuming a number of failure mechanisms with the mechanism offering the least resistance adopted for design. The limit equilibrium suction pile design software CAISSON has been developed and validated by Cathie Associates for Technip. It is currently in use for rapidly and reliably determining the critical failure mechanism and ultimate holding capacity of initiation, mooring and hold back suction piles
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Cao, Jianchun. "Group Effects of TLP Tendon Driven Piles in Normally Consolidated (NC) Clay." In ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/omae2014-23326.

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Long large-diameter driven piles (i.e., 2.0∼3.0m-diameter piles with a 100m penetration or deeper) have been usually used as Tension Leg Platforms’ (TLP) foundations in normally consolidated clay. In order to optimize a design, TLP designers would like to reduce the pile spacing, resulting in a pile group effect issue for pile geotechnical designers. This paper presents the development of a three-Dimensional Finite Element Analysis (3D FEA) model using Finite Element Code PLAXIS 3D to investigate the pile group effect of the TLP driven piles in normally consolidated clay. Using this model, a s
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