load-displacement relationshipThe main purpose of this study was to model the response of piles during a lateral load test conducted at RPC in Concon in 2006 by using simplified theoretical methods and the software Plaxis 2D, Cype, and GGU-Latpile. The piles were the longest built in Chile ...
LateralLoadsonMicropiles ThomasRichards NicholsonConstructionCompany MicropileNames Micropile(DFI&FHWA) =PinPile SM (Nicholson) =Minipile(previouslyusedbyHayward BakerandusedinUK) =Bored-inPile(NYSDOT) =SmallDiameterGroutedPiles(Mass. BuildingCode) =<12”diameterdrilledandgrouted Introduction Lateralload...
LIQUEFACTION-INDUCED LATERAL LOAD ON PILES 来自 ResearchGate 喜欢 0 阅读量: 93 作者:A Elgamal,L He,J Lu,A Abe,T Shantz 摘要: A shake-table series of experiments has provided valuable data for liquefaction-induced lateral spreading effects on pile foundations. In this paper, this data is ...
Depending on the geometry of the problem, on the yield moment of the pile section and on the strength of the stable and sliding soil, the failure may occur following one of six different mechanisms. The range of occurrence of each failure mode, the ultimate stabilizing force exerted by the ...
Due to the small diameters, Pin Piles, generically known as micropiles, are often considered to have little to no lateral capacity. This paper focuses on lateral load performance and design of Pin Piles. The intent is to demonstrate that micropiles and micropile groups can be designed to suppo...
The deep pile foundations on the Malaysian site are designed mainly for axial load. The goal is to determine whether there should be more emphasis placed on lateral loading during the design phase of the piles.The specified site is interesting because its footprint spans three geologic zones ...
The advantage of the FBG sensor was introduced and the FBG sensors installation process in PHC pipe piles was also proposed. Combined with practical engineering,according to the monitoring results of PHC pipe pile lateral static load tests horizontal,PHC pipe pile body force and deformation was anal...
Test results indicate that the load deflection response is nonlinear. Both the ultimate lateral capacity and the deflection at working loads were examined. The response of the pile groups compared to the single piles was determined. Test results on the groups indicate that the direction of loading...
Centrifuge Model Tests of Liquefaction-Induced Downdrag on Piles in Uniform Liquefiable Deposits Earthquake-induced soil liquefaction can cause settlement around piles, which can translate to negative skin friction and the development of drag load and ... SK Sinha,K Ziotopoulou,BL Kutter - 《Journal...
Load transfer to piles due to the relative movement between the piles and the moving soil is a fairly complex soil-pile interaction problem. Different analysis methods are available in literature to estimate the loads on piles. However, the predicted loads on the piles calculated by these methods...