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Keyword [Retaining structure]
Result: 1 - 20 | Page: 1 of 10
1.
Limit Analyse And Large Deformation Consolidation Analysis By FEM For Soil Nailed Structure
2.
Studies On Soil Arching Effect And Earth Pressure For Retaining Structure
3.
The Research On Mechanical Characteristics Of Rock-socketed Retaining Structure And Construction Technology For Anchor Pit
4.
Study On Design Method And Water-Soil-Retaining Structure Interaction Of Ultra-deep Foundation Pit
5.
Analysis Of Deformation And Stress Due To Deep Excavation Considering Different Deformation And Strength Parameters Of Soil And Space Effect Of Excavation And Retaining Structure
6.
Retaining Structure And Soil Interaction In Deep Excavation
7.
Behavior Of Cellular Diaphragm Wall In Soft Deposit
8.
Research On Design Theory Of Anchored Soldier Pile And Lagging Wall For High Embankment Based On Structure-Soil Interaction
9.
Analysis And Calculation Of The Forces Of Retaining Structure With Double-row Piles Of Deep Foundation Pit
10.
The Experimental Study Of Engineering Property Of Reinforced Earth And The Calculation Analysis Of Reinforced Earth Retaining Structure
11.
Water And Earth Pressures Acting On Retaining Structure And How To Choose The Shear Strength Parameters
12.
Analysis Of Factors On Effect Of Internal Force And Deformation For Retaining Structure Of Deep Foundation Pit Under Soft Soil
13.
Calculation Of Soil Stress On Holding Sheet Of Pile-anchor Retaining Structure Considering The Effect Of Arch Between Piles
14.
Design And Study On Deformation Controlling Of Retaining Structure In Deep Foundation Pit
15.
Two Improvements In Seismic Analysis Of Retaining Structures
16.
Stability And Reliability Analysis Of Soil-Nail Retaining Structure
17.
Design And Construction Of Soil-Nail Retaining Structure
18.
The Research On The Reliability Of Stability For The Deep Excavation Retaining Structure
19.
In-Site Monitor During Road Reconstruction In Mountain Areas
20.
An Applied Study On Cement-Soil Column And Cast-in-situ Pile Composite Retaining Structure
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