Super-long pile - Globe Thesis

Keyword [Super-long pile] Result: 1 - 20 \| Page: 1 of 2
1.	Study On The Engineering Properties Of Super-long Piles
2.	Test And Theory Study On Shaft Resistance Softening Of Large Diameter And Super-Long Piles
3.	Vertical Bearing Characters And Design Theory Study About Great Pile Group
4.	The Self-balanced Test Technology For Pile Bearing Capacity And Its Engineering Application
5.	Vertical Load Bearing Behaviors Of Super-long Pile In Loess Subgrade
6.	Numerical Analysis On Bearing Mechanism Of Super-long Group Piles Under Vertical Load
7.	Numerical Simulation Of Load Convey Mechanism Of Large Diameter Super-Long Pile
8.	Three-dimensional Non-linear Finite Element Analysis Of The Settlement Of Pile Group Foundation Composed Of Large-diameter And Super-long Piles
9.	Three-dimensional Non-linear Finite Element Analysis Of The Pile-Group Effect For Large-diameter And Super-long Pile-Group Foundation
10.	Seismic Analysis On Super-Long Pile-Soil-Bridge Structure System In Liquefible Foundation
11.	Study On The Application Of Interfacial Mechanics Theory In The Interfacial Mechanical Behavior Of Pile Foundation
12.	Analys On The Bearing Performance Of The Super-Long Pile Influenced By The Length
13.	The Study On The Compression And Stability Of The Super Long Pile In The Soft Soil
14.	The Improved Load Transfer Analysis Capacity And Settlement Of Super Long Pile
15.	Study On The Pile Supporting Capacity Character Of Soft Soil Level Under Vertical Load In Guangzhou Area
16.	A Pile - Soil Three-dimensional Thickness Of The Contact Element And Its Application
17.	Thick Layer Of Soil Bearing Behavior Of Large Diameter Bored Piles In Applied Research
18.	Research On Long-term Deformation Characteristics Of Super-long Bridge Pile Foundation In Deep-soft Soil Layers Of Passenger Dedicated Line
19.	Application Research On Artificial Neural Network In Pile Foundation Engineering Of High-rise Building
20.	Research On Load-Bearing Capacity Of Super-Long Group Pile Foundation Of Tianxingzhou Bridge
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