Rock socketed pile - Globe Thesis

Keyword [Rock socketed pile] Result: 61 - 80 \| Page: 4 of 5
61.	The Study On Effect Of Aspect Ratio And Rock-socketed Ratio Of Socketed Pile Of Cast-in-drilled-hole To It's Bearing Capacity
62.	Construction Risk Of Three Gorges Reservoir Area High-piled Wharf Rock-socketed Analysis And Evaluation
63.	Study Of Bearing Behavior Of The Large Diameter Rock-socketed Pile
64.	The Structure Of The Settlement Of Pile Foundation Stability Prediction Function Method And Its Application
65.	The Method Research Of Stability Evaluation About Rock-socketed Pile In Karst Areas And The Disposal Of Karst
66.	Construction Of Rock Socketed Pile And Large Tonnage On Reclaimed Foundation Static Load Test Research
67.	Research On Design And Calculation Method Of Pile In Karst Area Considering Lateral Resistance Of Pile And Rock
68.	Analyses On Mechanical Characters Of Bent Structure Of Inland Wharf With Steel Casing Rock-socketed Pile
69.	Experimental Study On Interfacial Strength Weakening Mechanism Of Steel Casing And Concrete Piles Core
70.	Study On Bearing Behavior Of Steel Casing Rock-socketed Pile Group Foundation Of Wharf
71.	Study On Vertical Bearing Mechanism And Influencing Factors Of Rock-socketed Piles
72.	Analysis And Engineering Application Of Bearing Behavior Of Bored Rock-socketed Piles In Fractured Rock Foundation
73.	Bearing Mechanism And Design Method On Rock-socketed Piles In Karst Areas
74.	Numerical Simulation And Analysis Of Bearing Capacity Of Bridge Rock Socketed Pile Foundation
75.	Study On Calculating The Safety Thickness Of Rock Socketed Pile Roof In Karst Area
76.	Study On Longitudinal Vibration Of Large Diameter Piles In Heterogeneous Saturated Soil
77.	The Research Of Karst Area Rock Socketed Pile Vertical Bearing Mechanism And Test Method
78.	Field Test Study On Bearing Behavior Of Rock-socketed Pile Based On Pile Stress Test
79.	Study On Design Method Of Vertical Bearing Capacity Of Rock-socketed Piles Based On Reliability
80.	Analysis On The Vertical Bearing Behavior Of Slung Rock-socketed Piles In Deep And Weak Soil
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