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

