Embedded depth - Globe Thesis

Keyword [Embedded depth] Result: 1 - 20 \| Page: 1 of 3
1.	Quantized Quality Classification Of Dam Foundation Rock Mass And Its Diagrammatic Representation
2.	Research On Retaining And Protecting Structure With Double-Row Piles
3.	The Influence Of Embedded Depth To The Box Foundation
4.	Research On The Settlement Of Single Pile Considering The Effect Of Embedded Depth For Bedrock
5.	Study On Bearing Behavior Of Man-Excavated Rock-Socketed Piles
6.	Experimental Study And Numerical Analysis On Steel Reinforced Concrete Compression-bending Members
7.	Research On The Embedded Depth Of Anti-Slide Pile In Xigeda Rock
8.	Qingling Zhongnanshan Highway Tunnel Large Embedded Depath Monitoring Measurement And Numerical Analysis
9.	Optimization Design Study For Deep Foundation Pit Support Of Hui Long Guan East Street Metro Station In Beijin
10.	Study On The Stability Of The Underground Cavern Group Under The Conditions Of Different In Situ Stresses' Characteristics And Different Yield Criteria
11.	Research On The Mechanical Features Of Double-Row Anti-Slide Piles With Tops Exposed Or Embedded In Bedrock-Overburden Landslide Control
12.	The Research On Behavior Of Embedded Column Base Under Horizontal Load
13.	Highway Guardrail Column Depth Of Ndt Technology And Influencing Factors
14.	Study On Numerical Simulation Analysis Of Pile-anchored And Soil Nailed-wall In Deep Excavation
15.	Large Physical Model Test On The Interaction Between The Landslide And Anchor Anti-slide Pile
16.	Research On Granite Residual Soil Engineering Properties And Subway Deep Foundation Pit Design Technology
17.	Research On Calculation Theory And Field Trial Of Subway Foundation Pit Supporting System In Rocky And Sandy Medium
18.	Study On Surrounding Rock Stability Of High In-Situ Stress And Large Embedded Depth Intersection Tunnel
19.	The Research On Design Method Of Anchor Pile In Deep Foundation Pit Supporting Structure In The Sand And Gravel Field
20.	Study On Stability Of AP Series Nuclear Power Plant Steel Containment Under Seismic Loading
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