IC MAGE UMIP - universal model interface for PLAXIS
{"references": ["Azeiteiro, R.J.N. (2021) Numerical simulation of liquefaction-related phenomena. PhD Thesis, University of Coimbra, Portugal.", "Dowell, M. and Jarratt, P. (1972). The 'Pegasus' method for computing the root of an equation. BIT Numerical Mathematics, 12 (4), 503\u2013508.", "Hong, P.Y., Pereira, J.M., Cui, Y.J. and Tang, A.M.
Taborda, David M G +2 more
openaire +8 more sources
Resolution of geotechnical engineering problems with plaxis 2D [PDF]
The book consists of seven exercises, each of them easy to identify and relate to the different thematic units that students study throughout their training in soil engineering: safety factors in cuttings and embankments, soil consolidation, seepage flow under retaining structures, shallow foundations, diaphragm walls, and deep foundations. The book is
García Ros, Gonzalo +3 more
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ANALISA DAYA DUKUNG PONDASI TIANG PANCANG MENGGUNAKAN METODE ANALITIS DAN METODE NUMERIK DENGAN PROGRAM PLAXIS PADA PROYEK PEMBANGUNAN JEMBATAN SICANANG [PDF]
Suatu konstruksi bangunan dibagi menjadi dua bagian penting yakni bangunan atas dan bangunan bawah.Untuk konstruksi pada bagian bawah biasanya disebut dengan pondasi.
Tanjung, Darlina +2 more
core +1 more source
Spud-Can Penetration Response in Double Layered Soil by Press-Replace Technique [PDF]
One of the most important factors in the process of jack-up rig installation is the good expectation of the amount of spud-can penetration into soil layers under the varying loads.
Mohamed Elgendy +2 more
doaj +1 more source
Design and Construction of Deep Excavations
Excavations in urban developed area are generally supported by deep excavation walls such as; diaphragm wall, bored piles, soldier piles and sheet piles. In some cases, these walls may be braced by internal braces or tie back anchors.
Barham J. Nareeman +1 more
doaj +1 more source
ANALISA VACUUM CONSOLIDATION PADA TANAH LUNAK DI SEMARANG MENGGUNAKAN PROGRAM PLAXIS [PDF]
Dalam kegiatan konstruksi pembangunan di kota Semarang, kerap ditemui masalah mengenai pembangunan konstruksi di atas kawasan tanah lunak, penyebabnya diakibatkan oleh daya dukung, permeabilitas, kuat geser yang rendah serta angka penurunan yang besar ...
Reyhan, Ansela Nurfauziah +1 more
core +4 more sources
Analyzing the Effects of Soil-Structure Interactions on the Static Response of Onshore Wind Turbine Foundations Using Finite Element Method [PDF]
The use of wind turbines to generate electricity has increased in recent years. One of the most important parts of a wind turbine is the foundation, which should be designed accurately because it is influenced by difference forces.
Amin Motallebiyan +2 more
doaj +1 more source
Deep excavations are essential to harbor the urban needs of the present age. The excavation of pits for foundation construction in an already limited space in urban centers poses damage to the neighboring structures. In this study, two mat foundations on
Muhammad Hamza Khalid, Badee Alshameri
doaj +1 more source
Suitability Analysis of Stone Column Materials with PLAXIS
Stone columns are usually provided in groups to support various geotechnical structures, such as embankments, storage tanks, etc. Several experimental and numerical studies have been performed to study the response of stone columns as soil reinforcement.
S. Saxena, L. B. Roy
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Slope Stability Analysis with Vetiver Plant Reinforcement using 3D Finite Element Method
A landslide is the downslope movement of a soil mass or rock or debris of both (Bobrowski and Highlind, 2008). One of the measures to mitigate slope erosion that causes landslide is by applying bio-engineering system using a vegetation called Vetiver ...
Indra Noer Hamdhan +2 more
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