Statical Analysis of Pile Groups Containing Batter Piles
The traditional statical method uses two approaches for the analysis of a loaded pile group containing batter piles. The first approach uses batter piles to resist a partial lateral load; the residual lateral load is then equally distributed between each pile in the pile group; the distributed residual lateral load in each pile then results in the ...
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Influence of Plate Position on Uplift Failure State and Bearing Capacity of NT-CEP Pile Groups
The previous research results of the research group demonstrated that the plate position is the main factor affecting the uplift bearing capacity of the new type of concrete expanded plate pile (NT-CEP pile) group and the failure state of the soil around
Yongmei Qian +4 more
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Book Review: How to Bake Pi: An Edible Exploration of the Mathematics of Mathematics
If you think about it, mathematics is really just one big analogy. For one example, the very concept of the number three is an drawing an analogy between a pile with three rocks, a collection of three books, and a plate with three carrots on it.
Glass, Darren B.
core
Numerical Investigations of Pile Group Foundations under Different Pile Length Conditions
At present, group pile foundations with the same length of pile base are used basically in large-scale slope group pile foundation projects. Therefore, pile group foundations with piles of different lengths have a certain research value.
Chuheng Zhong, Ze Chen, Jinzhi Zhou
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Status Report of LPCC Forward Physics Group
We report here about activities of newly formed working group aiming to define a forward and diffractive physics program at the LHC for the years to ...
Kepka, O.
core
Single Piles and Pile Groups Under Lateral Loading [PDF]
LC Reese,, WF Van Impe,, RD Holtz,
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Rapid Evaluation Method to Vertical Bearing Capacity of Pile Group Foundation Based on Machine Learning. [PDF]
Cao Y, Ni J, Chen J, Geng Y.
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Influence of bearing platform size on bearing capacity of NT-CEP pile group foundation under compound force. [PDF]
Qian Y +6 more
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En jacket er en vanlig benyttet fundamenttype for offshore vindmøller og plattformer. Jacketen består av et fagverk med flere bein som overfører laster til havbunnen. For å oppnå tilstrekkelig bæreevne og stivhet av fundamentet blir peler ofte benyttet. Pelegruppene består hovedsakelig av 2 til 4 peler med liten innbyrdes avstand.
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Study on the bearing performance of extra-long pile group foundation in accumulation slope under landslide effect. [PDF]
Wei Z, Zhang C, Hu K, Yang B, Jia S.
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