Adjacent Pile Foundation - Globe Thesis

Keyword [Adjacent Pile Foundation] Result: 1 - 20 \| Page: 1 of 2
1.	Influence Of Metro Tunneling By PBA Method On Adjacent Pile Foundation And Reliability Analysis Of Bearing Capacity
2.	The Analysis Of Surcharge Load's Impact On Adjacent Pile Foundation Of Bridge
3.	A Numerical Simulation Study On The Effects Of Adjacent Pile Foundation Induced By Shield Tunneling
4.	Research On The Problem Of Tunneling Passing Across The Adjacent Pile-foundation In Shield
5.	Research On Influence To Bearing Performance Of Adjacent Pile Foundation By Pit Excavation
6.	The Study Of The Influence Of Deformation Of Subway Tunnel Shield Tunneling On Adjacent Pile Foundation Of Building
7.	Research On The Effects Of Ground And Adjacent Pile Foundation Induced By Shield Tunneling
8.	Analysis On The Influence Of Shield Construction On Adjacent Pile Foundation
9.	The Influence Of Tunnel Excavation Blasting Of Adjacent Pile Foundation Research
10.	Research On Mutual Influence Of Metro Shield Tunnel Construction And Adjacent Pile Foundation
11.	Study On The Influence Of Foundation Pit Excavation On Adjacent Pile Foundation
12.	Numerical Simulation Of Disturbance Mechanism Of Piles Foundation Induced By Shield Excavation In Soft Soil Area
13.	Study On The Influence Of Tunnel Blasting On The Stability Of Adjacent Pile Foundation
14.	Numerical Simulation Of The Impact Of Shield Tu Nneling On Adjacent Pile Foundation
15.	Influence Of Shield Excavation On Adjacent Pile Foundation And Ground Settlement
16.	Study On The Influence Of Offshore And Coastal Foundation Pit On The Adjacent Pile Foundation
17.	Analysis On The Influence Of Two-line Shield Tunnel Construction On Pile Foundation Under Different Influencing Factors
18.	Modelling Investigation Into The Effect Of Shield Tunnel Construction Process On Adjacent Pile Foundation In Guangzhou-Zhuhai Intercity Rail Transit
19.	Analysis Of Influence Of Shield Construction On Adjacent Pile Foundation In Zhengzhou Silt Layer
20.	Response Of Adjacent Pile Foundation Caused By Shield Excavation Under Different Vertical Loads
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