Results 61 to 70 of about 8,535 (215)

Effects of Soil Properties and Slope Angle on Deformation and Stability of Cut Slopes

open access: yesAdvances in Civil Engineering, 2022
The impact of soil parameters and slope angle on the deformation and stability of cut slopes is critical for defining road project safety measurement. This study investigates the effect of soil properties and slope angle on the deformation and stability ...
Behailu G. Habtemariam   +2 more
doaj   +1 more source

Numerical Evaluation of Stability in Supported and Unsupported Vertical Excavations Using PLAXIS‐2D

open access: yesAdvances in Civil Engineering, Volume 2026, Issue 1, 2026.
Rapid urbanisation and the increasing demand for underground infrastructure have led to a substantial rise in deep excavations for basements, metro systems and utility networks. Maintaining excavation stability under complex soil and groundwater conditions remains a major geotechnical challenge because excessive ground deformation can threaten adjacent
Sachin Belwal   +5 more
wiley   +1 more source

ANALISA STABILITAS PONDASI DANGKAL PADA LERENG MENGGUNAKAN PROGRAM PLAXIS [PDF]

open access: yes, 2009
ANALISA STABILITAS PONDASI DANGKAL PADA LERENG MENGGUNAKAN PROGRAM PLAXIS - pondasi dangkal, lereng, daya dukung PLAXIS 8.
WENDY, WENDY
core  

New Challenges in Construction Engineering Under Rainstorm Disaster

open access: yesAdvances in Civil Engineering, Volume 2026, Issue 1, 2026.
The increasing frequency of extreme rainstorms has posed significant hazards and challenges to construction management in recent years. This paper seeks to identify and categorize the current challenges and strategies encountered in construction‐project management under rainstorm‐disaster conditions.
Yiru Hou   +4 more
wiley   +1 more source

تاثیر محل قرارگیری زه‌کش افقی کانال‌های آبیاری بر پایداری شیروانی در کانال دشت نکا [PDF]

open access: yesپژوهش‌های 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  

Deformation Analysis of Deep Foundation Pits Based on Fluid–Structure Interaction

open access: yesAdvances in Civil Engineering, Volume 2026, Issue 1, 2026.
In foundation pit engineering design, the seepage‐induced impact of groundwater is often oversimplified when calculating the deformation of the retaining structure and the surrounding soil caused by excavation. Moreover, the coupled interaction between groundwater and soil is neglected, causing simulated conditions to deviate from actual site ...
Dong Li   +5 more
wiley   +1 more source

Deformation and Stability Analysis of Clay‐Geomembrane Lined Landfill Slope: A Numerical Approach

open access: yesAdvances in Materials Science and Engineering, Volume 2026, Issue 1, 2026.
The study emphasizes landfill slope deformation and stability, pointing out that excessive instability can pose environmental and health risks. Existing knowledge lacks sufficient consideration for the complex time‐dependent behavioral and compositional changes while modeling numerical simulations.
Defaru Katise Dasho   +2 more
wiley   +1 more source

Comparison of anisotropic constitutive material models in computer programme Plaxis [PDF]

open access: yes, 2015
Pričujoča študija predstavlja primerjavo treh različnih materialnih modelov, ki vsak na svoj način obravnavajo pojav anizotropije v računalniškem orodju za analizo po metodi končnih elementov.
Kuder, Sebastjan
core  

Analysis on Laterally Loaded Group Piles by Plaxis 3d Foundation [PDF]

open access: yes, 2011
It has been known that a group pile lateral capacity is smaller than the sum of each pile capacity composing the group. A reduction factor, also known as efficiency factor, is required to determine the effective lateral capacity of group piles.
Dewi, Sri   +6 more
core   +1 more source

Numerical Analysis of Diaphragm Wall Model Executed in Poznań Clay Formation Applying Selected Fem Codes

open access: yesArchives 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

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