3D failure envelope of a rigid pile embedded in a cohesive soil using finite element limit analysis

2020 ◽  
Vol 45 (2) ◽  
pp. 265-290
Author(s):  
Noussaiba Graine ◽  
Mohammed Hjiaj ◽  
Kristian Krabbenhoft
Keyword(s):  
Finite Element ◽  
Limit Analysis ◽  
Cohesive Soil ◽  
Failure Envelope ◽  
Rigid Pile

scholarly journals Seismic Bearing Capacity of Strip Footings on Cohesive Soil Slopes by Using Adaptive Finite Element Limit Analysis

2019 ◽  
Vol 2019 ◽  
pp. 1-16
Author(s):  
Weihua Luo ◽  
Minghua Zhao ◽  
Yao Xiao ◽  
Rui Zhang ◽  
Wenzhe Peng
Keyword(s):  
Finite Element ◽  
Bearing Capacity ◽  
Limit Analysis ◽  
Slope Failure ◽  
Slope Angle ◽  
Cohesive Soil ◽  
Upper And Lower Bounds ◽  
Adaptive Finite Element ◽  
Soil Slopes ◽  
Seismic Bearing Capacity

By employing adaptive finite element limit analysis (AFELA), the seismic bearing capacity of strip footing on cohesive soil slopes are investigated. To consider the earthquake effects, the pseudostatic method is used. The upper and lower bounds for the seismic bearing capacity factor (Nce) are calculated, and the relative errors between them are found within 3% or better by adopting the adaptive mesh strategy. Based on the obtained results, design tables and charts are provided to facilitate engineers use, and the effects of footing position, undrained shear strength, slope angle, slope height, and pseudostatic acceleration coefficient are studied in detail. The collapse mechanisms are also discussed, including overall slope failure and foundation failure.

Finite element limit analysis of bearing capacity of footing on back-to-back reinforced soil retaining walls

2021 ◽  
pp. 100596
Author(s):  
Peng Xu ◽  
Guangqing Yang ◽  
Ting Li ◽  
Kianoosh Hatami
Keyword(s):  
Finite Element ◽  
Bearing Capacity ◽  
Limit Analysis ◽  
Retaining Walls ◽  
Reinforced Soil ◽  
Soil Retaining Walls

scholarly journals One-dimensional finite element limit analysis for hydraulic pile extraction

2021 ◽  
Vol 133 ◽  
pp. 104042
Author(s):  
William J.A.P. Beuckelaers ◽  
Kristine Vandenboer ◽  
Jonas Verbraecken ◽  
Stijn François
Keyword(s):  
Finite Element ◽  
Limit Analysis ◽  
One Dimensional ◽  
Dimensional Finite Element

Character Analysis of Balance and Imbalance of Varying Rigidity of Rigid Pile Composite Foundation under Seismic Load

2014 ◽  
Vol 1065-1069 ◽  
pp. 19-22
Author(s):  
Zhen Feng Wang ◽  
Ke Sheng Ma
Keyword(s):  
Finite Element ◽  
Bending Moment ◽  
Horizontal Displacement ◽  
Element Model ◽  
Composite Foundation ◽  
Seismic Load ◽  
Seismic Loads ◽  
Element Analysis ◽  
Rigid Pile ◽  
Rigid Pile Composite Foundation

Based on ABAQUS finite element analysis software simulation, the finite element model for dynamic analysis of rigid pile composite foundation and superstructure interaction system is established, which selects the two kinds of models, by simulating the soil dynamic constitutive model, selecting appropriate artificial boundary.The influence of rigid pile composite foundation on balance and imbalance of varying rigidity is analyzed under seismic loads. The result shows that the maximum bending moment and the horizontal displacement of the long pile is much greater than that of the short pile under seismic loads, the long pile of bending moment is larger in the position of stiffness change. By constrast, under the same economic condition, the aseismic performance of of rigid pile composite foundation on balance of varying rigidity is better than that of rigid pile composite foundation on imbalance of varying rigidity.

Collapse Analysis of Space-Framed Vehicle Models by Finite Element Limit Analysis

1998 ◽  
Author(s):  
H. S. Kim ◽  
H. Huh
Keyword(s):  
Finite Element ◽  
Limit Analysis ◽  
Collapse Analysis
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