Font Size:
a
A
A
Keyword [soil pressure]
Result: 21 - 40 | Page: 2 of 10
21.
Research On Lateral Earth Pressure Of Retaining Structure In Foundation Pit
22.
Study On Properties Of Stress,Deformation And Reducing-Pressure Mersure On The High-Stacked Culvert
23.
Design Calculation Method And Experimental Study On Profiled Concrete-Block Retaining Structure
24.
Study On Punching Character Of Corner Column And Border Column On Raft Foundation
25.
Study Of Pile Groups-Soil Interaction By Test And Grey Theory
26.
Study On Calculation Method Of Deep Foundation Pit Regarding Soil Pressure With The Influence Of Deformation
27.
The Research On The Performance And Design Of Soil Nailing Bracing Technology In Deep Excavation
28.
Analysis Of Pile Response Adjacent To Deep Excavation
29.
Application Study Of Soil Pressure In Consideration Of Spatial Effect In Double-row Piles Support
30.
Experiment Study Of Shear Strength Parameter Of Unsaturated Soil By Triaxial Test And Numerical Simulation Of Excavation
31.
Study On The Soil Pressure Of Calculation About Shoring Of Structure System And Its Application For Large-scale Deep Foundation Pit
32.
The Design Of Inverse Construction Method On Architecture Deep Excavation And Technique Research On Construction
33.
Experimental Study On Soil Pressure On The Top Of Stiff Rounded Channel-buried Culvert
34.
Experimental Study On Soil Pressure Of Stiff Rectangle Channel-Buried Culvert
35.
The Analysis On The Factors Which Affect Soil Pressure Of Deep Foundation Pit
36.
The Optimized Study On The Structure Of The High-Stacked Culverts
37.
Research On FBG Sensors For Practical Infrastructures And Their Application In The Measurement Of Highway Road
38.
The Researching On The Deformation Of The Pit And The Design Of The Rail Structure In The Soft Soil Region
39.
Research On The Soil Pressure Calculation Method To Think Of The Nonlinear Effect Of Displacement In Deep Foundation Pit
40.
Study On Two-parameter Design Theory Of Lattice Frame And Its Application
<<First
<Prev
Next>
Last>>
Jump to
