Results 51 to 60 of about 4,317 (206)
Rainfall affected stability analysis of Maddingley Brown Coal eastern batter using Plaxis 3D
Arabian Journal of Geosciences, 2020 Rainfall is a common factor that triggers the instability of Victorian Brown Coal (VBC) open pits which facilitate some of the largest brown coal mining operations. There has been no relevant study on rainfall-induced slope instability of VBC open pits in literature. In this paper, a three-dimensional (3D) two-phase (fluid-solid) coupled finite element
Lei Zhao, Greg You
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Numerical Analysis of the Tetrapylon Roman's Triumphal Arch of Tebessa: A Case Study. [PDF]
, 2019 The Tetrapylon Roman Triumphal Arch or commonly called 'Caracalla Gate', located in Tebessa City (Northern Algeria), is considered as one of the most distinctive type of arches associated with the ancient Roman's architecture. This historical monument,
ROUILI, Ahmed, TOUAHMIA, Mabrouk
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Modelling the response of single passive piles subjected to lateral soil movement using PLAXIS [PDF]
, 2015 Response of single pile subjected to lateral displacements of soil mass using 3D finite element software (PLAXIS) is studied. Embedded pile feature in which the pile composed of beam elements with special interface elements to represent pile-soil ...
Al-Abboodi, I +2 more
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Photogrammetric documentation in tunneling
Civil Engineering Design, Volume 7, Issue 2, Page 85-92, June 2025.Abstract Photogrammetric surveys for geological excavation documentation are standard practice in tunnel construction, benefiting from the sector's ongoing digitalization. However, the application of photogrammetry often remains confined to geological assessments. By creating comprehensive 3D models of excavated tunnels, it is also possible to evaluate
Andreas Zani +2 more
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Analisis Penurunan Tanah dengan Plaxis 2D dan 3D Pada Proyek Reklamasi Belawan
Syntax Literate ; Jurnal Ilmiah Indonesia, 2021 Penurunan tanah adalah masalah yang sering ditemukan pada konstruksi diatas tanah lunak selain pergerakan tanah dan pergeseran tanah. Tanah dengan konsistensi lunak dan memiliki permeabilitas rendah akan lambat mengalirkan air pori dalam tanah sehingga diperlukan penanganan khusus untuk mempercepat prosesnya.
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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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Effect of vibro stone column installation on the performance of reinforced soil [PDF]
, 2018 Empirical design methods for stone column foundations are often on single stone columns or as a homogeneous medium of soil/column. These methods underestimate the capacity of the composite system because they do not take into account the increased ...
Al Ammari, K, Clarke, BG
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A Modified Strain‐Wedge Model for Small Strain Rigid Piles in Sand
Engineering Reports, Volume 7, Issue 1, January 2025.This paper develops a modified strain‐wedge (MSW) model within the small strain regime. The model developed is three times more accurate for predicting the pile rotation point and the maximum bending moment than previous models. However, FEA is more precise than the developed model when the strain enters the medium to large domain.
Yisheng Yin, Dongyuan Wang, Kai Cui
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RekaRacana: Jurnal Teknil Sipil, 2022 ABSTRAKSemakin berkurangnya lahan dengan tanah berdaya dukung tinggi di tengah tingginya tingkat pembangunan berakibat pada semakin seringnya perbaikan tanah bermasalah diterapkan. Salahsatu tanah bermasalah yang sering ditemui di Indonesia adalah tanah lempung lunak.
Indra Noer Hamdhan +1 more
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Numerical Simulation of Layered Compressible Soils’ Creep Deformation Under Monopile Foundation
Advances in Civil Engineering, Volume 2025, Issue 1, 2025.Creep deformation, a key issue in foundation stability, is a long‐term soil deformation that can cause significant damage and catastrophic failure to various structures. This numerical investigation aims to estimate the creep deformation variation of layered compressible soils under monopile foundation using the PLAXIS 3D analysis software. Accordingly,
Defaru Katise Dasho +4 more
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