Pre-stressed anchor - Globe Thesis

Keyword [Pre-stressed anchor] Result: 61 - 80 \| Page: 4 of 5
61.	Finite Element Analysis On Anti-slide Composite Structure In High Fill Slope
62.	The Deformation Characteristic Analysis Of Mini-sized Piles Pre-stressed Anchor Composite Soil Nailing Wall
63.	Study On Deformation Failure Law And Rational Support Technology Of Antidip Rock Slope
64.	Three-dimensional Slope Limit Analysis Method Considering The Prestressed Anchor Cable And The Application Research
65.	Incremental Analytic Method Of Prestressed Anchor Composite Soil Nailing Wall Retaining System In Coordination
66.	Anchor Composite Soil Nailing Reinforcement Of Foundation Pit Optimization Desion Of Parameters And The Analysis Of The Influence Law Of Foundation Pit Displacement
67.	Research On Optimization Of Slope Reinforced By Anti-Slide Pile With Pre-stressed Anchor Cable
68.	Stability Analysis Of Anchored Slopes Subjected To Seismic Loadings Based On Upper Bound Approach
69.	Study On Designing Method Of Prestressed Anchor Cable To Softrock Underground Engineering
70.	A Model Test Research On Prestressed Threshold Of Prestressed Anchor Composite Soil Nailing Based On Synergistic Effect
71.	The Effective Influence From The Pre-stressed Anchor Cable To The Anchor Around
72.	Research On Stability And Reinforcement Principle In Theslop Of Gantong Road
73.	Experimental Research On Mechanical Characteristics Of Rock Under The Coupling Effect Of Pre-stress And Freezing And Thawing
74.	Centrifuge Test Research On Pre-stressed Anchor Flexible Retaining System
75.	Study On The Application Of Pre-stressed Anchor (Cable)with Lattice Beam In The Slope Project
76.	Study On Reinforcement Mechanism And Influencing Factors Of Anti-slide Pile With Pre-stressed Anchor Cable
77.	Research On Mechanical Behavior Of Pre-stressed Anchor Flexible Retaining Structures Based On Centrifuge Modeling Test
78.	Numerical Simulation Analysis And Application Of Double-row Pile-anchor Cable Supporting
79.	Design And Numerical Simulation Study On Super Deep Foundation Pit With Pile-Anchor Support
80.	Effect Of Pre-Stressed Anchor On The Distortion Of Double-Row Piles Supporting Structure
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