Results 51 to 60 of about 983 (184)
Computer-Aided Civil and Infrastructure Engineering, Volume 40, Issue 29, Page 5534-5553, 9 December 2025.Abstract Accurate and rapid prediction of deep excavation deformation is crucial for construction safety and environmental protection. Traditional finite element analysis is time‐consuming, while single‐objective optimization (SOO) tends to cause parameter compensation effects.
Ping He +4 more
wiley +1 more source
IC MAGE UMIP - universal model interface for PLAXIS
, 2021 {"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 +7 more sources
Settlement Analysis of a Large Pile Group Supporting an LNG Storage Tank
International Journal for Numerical and Analytical Methods in Geomechanics, Volume 49, Issue 16, Page 3858-3879, November 2025.ABSTRACT Liquefied natural gas (LNG) storage tanks are often supported by large pile groups (>100 piles). The design of such foundations is generally governed by settlement rather than bearing capacity. However, minimal information is available regarding the settlement performance of the LNG tank foundations. This article first presents a comprehensive
Wuyu Zhang +3 more
wiley +1 more source
تاثیر محل قرارگیری زهکش افقی کانالهای آبیاری بر پایداری شیروانی در کانال دشت نکا [PDF]
پژوهشهای حفاظت آب و خاک, 2015 از جمله حساسترین و مهمترین مسایل در پروژههای عمدهی عمرانی همچون انتخاب محل احداث سدهای بتنی و خاکی، کانالهای انتقال آب، انتخاب مسیر احداث بزرگراهها و راههای اصلی و فرعی و ... مطالعهی فشار آب منفذی داخل خاکریزها و تامین پایداری آنها است.
محمد حمیدی قره تپه +2 more
doaj
Archives of Civil Engineering, 2016 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.
Superczyńska M. +2 more
doaj +1 more source
Kinematic Limit Analysis of Roof Stability for Elliptical Tunnels in Rock Masses
International Journal for Numerical and Analytical Methods in Geomechanics, Volume 49, Issue 16, Page 3880-3896, November 2025.ABSTRACT Noncircular cross‐sections are commonly encountered in engineering practice; however, primary attempts to analyze roof stability have focused on circular and rectangular configurations. This study investigates the roof stability of elliptical tunnels with varying aspect ratios, employing two semi‐analytical approaches: piecewise linear and ...
Tae‐Won Seo, Dowon Park
wiley +1 more source
Seismic performance of concrete tunnel–sand–pile interaction by the shake table test
Deep Underground Science and Engineering, Volume 4, Issue 3, Page 461-481, September 2025.This research presents the square root sum of squares response of displacements and tunnel moments under the Kobe and Loma Prieta seismic excitations with a peak ground acceleration of 0.05 g for various dry relative densities of local sand in Bangladesh.
Md. Foisal Haque, Mehedi A. Ansary
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Computer-Aided Civil and Infrastructure Engineering, Volume 40, Issue 23, Page 3750-3772, 19 September 2025.Abstract Monitoring external loads on underground structures is crucial for structural health assessment. Inverting earth pressures from observable structural responses, such as deformation data, holds promise. However, existing methods often rely on presumptions about pressure complexity, which can be infeasible for many poorly performing in‐service ...
Zhiyao Tian, Xianfei Yin, Shunhua Zhou
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Engineering Reports, Volume 7, Issue 7, July 2025.This study evaluates the effectiveness of soil–cement reinforcement configurations in deep excavations using 2D FEM analysis. It investigates two different approaches to represent soil–cement reinforcement and compares them, showing that blocks reduce lateral deflections by 60%–64% and bending moments by 22% compared to columns.
Tarik Solomon Teshome
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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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