Results 71 to 80 of about 633,331 (211)
Stability Analysis of Landslide-Prone Slopes Adjacent to MUET Buildings and their Remediation
Mehran University Research Journal of Engineering and TechnologyThe Buildings at the Mehran University of Engineering and Technology (MUET), Jamshoro, pose a major concern because of the critically low safety conditions.
Saquaib Almani +3 more
doaj +1 more source
Advances in Civil Engineering, Volume 2025, Issue 1, 2025.Large‐diameter subsea shield tunnels in coastal areas may inevitably cross saturated soils with different liquefaction resistance and are thus susceptible to seismic damage during earthquakes. This study investigated the seismic response and deformation mechanism of a shield tunnel embedded in nonuniform liquefiable soils subjected to transverse ground
Qingyu Meng +5 more
wiley +1 more source
Uncertainty assessment of a dike with an anchored sheet pile wall using FEM
E3S Web of Conferences, 2016 The Dutch design codes for the dikes with retaining walls rely on Finite Element Analysis (FEM) in combination with partial safety factors. However, this can lead to conservative designs.
Rippi Aikaterini +3 more
doaj +1 more source
Design Analysis of an Underground Tunnel in Tamilnadu
Archives of Civil Engineering, 2018 Underground structures have gained importance in recent times all over the globe. Successful completion of such ventures hinges on accurate and realistic design which is neither optimistic nor conservative, and a balanced design is the need of the hour ...
Vanuva Malaia, Jaya K. P.
doaj +1 more source
Advances in Civil Engineering, Volume 2025, Issue 1, 2025.In the present paper, a three‐dimensional (3D) numerical model was established to assess the ground vibrations induced by vehicles traversing road surface irregularities. The equations of motion for the coupled system, comprising a multibody vehicle model and road unevenness profiles, were first solved to determine the dynamic vehicle loads.
Hussein Hadi Hussein +2 more
wiley +1 more source
Advances in Civil Engineering, Volume 2025, Issue 1, 2025.Contemporary geotechnical engineering practice increasingly employs soil nailing technology for slope stabilization and excavation support. This necessitates comprehensive evaluation of not only stability but also wall displacements and nail performance to ensure structural integrity.
Habtamu Kefyalew Molla +2 more
wiley +1 more source
Исследование напряженно-деформированного состояния песчаного основания коротких буронабивных свай из напрягающих бетонов в большом геотехническом лотке и при помощи ПК Plaxis 2D [PDF]
, 2017 Investigation of the Stress-Strain State of the Sandy Base of Short Bored Piles From Expansive Concrete in A Large Geotechnical Tray and With Using the Plaxis 2d Program A. Neveikov, V.
Дедок, В. Н. +1 more
core +1 more source
Polyurethane based ground improvement for slope stabilisation: experimental and numerical evaluation
Science and Engineering of Composite MaterialsThe reduction in factor of safety (FOS) of any slope is due to a reduction in total stress. To increase the strength of the soil slope, commonly adopted techniques lead to environmental impact.
Bijivemula Sruthi Reddy +1 more
doaj +1 more source
Numerical Analysis of Parametric Effects on Pile‐Stabilized Slopes Under Lateral Load
Advances in Civil Engineering, Volume 2025, Issue 1, 2025.Slope instability poses significant risks to infrastructure, demanding effective stabilization methods. Piles have been widely used as a slope stabilization method because of their ability to resist lateral soil pressure and transfer loads to competent strata with little disturbance.
Nagessa Zerihun Jilo +5 more
wiley +1 more source
ANALISA PERBANDINGAN PERHITUNGAN VACUUM PRELOADING DENGAN PROGRAM PLAXIS 2D DAN PERHITUNGAN MANUAL DENGAN DATA AKTUAL [PDF]
, 2014 ANALISA PERBANDINGAN PERHITUNGAN VACUUM PRELOADING DENGAN PROGRAM PLAXIS 2D DAN PERHITUNGAN MANUAL DENGAN DATA AKTUAL
JULIUS, JULIUS +1 more
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