limit analysis - Globe Thesis

Keyword [limit analysis] Result: 21 - 40 \| Page: 2 of 3
21.	Limit Analysis Of Three-dimentional Stability Of Unsaturated Soil Slopes
22.	Research Of Pullout Failure Mechanism And Computational Method Of Shallow Plate Anchors And Pipelines Based On PIV Technology
23.	Application Of Variational Inequality To Lower Limit Analysis In Geomechanics
24.	Plastic Limit Analysis For Jointed Rock Slope Stability Considering Rotational And Translational Mechanisms
25.	Upper Limit Analysis Of Collapse Shape Above Cavity Roof Based On The Generalized Hoek-Brown Criterion
26.	Evaluation Of Seismic Stability Of Submarine Clay Slopes Based On Upper Bound Approach Of Limit Analysis
27.	Study On Calculation Method For Beam Spacing Of Anchor Frameworks In Soil Slope Engineering
28.	Limit Analysis Of Seismic Slope Stability Considering The Tensile Zone In The Rear Part
29.	Analysis Of Stability And Bolt Stabilization Of Flysch Layered Slope
30.	The Study On Stability Of Excavation Face For Shield Tunnel Under Seepage
31.	Computational Research And Analysis Of Active Earth Pressure For Limited Soil
32.	Upper Limit Analysis Of Three-dimensional Reinforced Slope Stability Under Complex Working Conditions
33.	Upper Limit Analysis And Numerical Verification Of The Stability Of Reinforced Slope
34.	Preliminary Study On Application System Of Random Field Method In Geotechnical Engineering Stability And Deformation Problems
35.	Geotechnical Stability Analysis Based On Discontinuity Layout Optimization And Non-Associatied Plasiticity
36.	Research On Upper Bound Method Of Plastic Limit Analysis For Geotechnical Slope Under Earthquake
37.	Stability Analysis And Prevention Measures Of Landslide In Yueya Substation, Yiliang County, Yunnan Province
38.	The Slope Stability Analysis And Prevention Measures Of The Forest Lake Community In Kunming
39.	Study On Mechanism And Computational Theory Of Group Of Combined Stabilizing Micropiles Used To Reinforce Slopes
40.	Numerical And Experimental Analyses Of Underlying Voids Stability With Complex Conditions
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