comparisonoflateraltestsresultstopredictions usingLPILE,NAVFAC,andCharacteristicLoad Method(CLM) combinedstresses optionsforincreasinglateralresistance analysisforbatteredpiles Theintentistodemonstratethatmicropilesand micropilegroupscanbedesignedtosupportlateral loads LateralLoadTest–SiteC Theyare“twoforthepriceofone”...
test modellingfinite element methodload-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 ...
The main purpose of this study was to model the response of piles during a lateral load test conducted at RPC in Concón in 2006 by using simplified theoretical methods and the software Plaxis 2D, Cype, and GGU-Latpile. The piles were the longest built in Chile at the time of the test...
内容提示: Full-Scale Tests on Effects of Slope onLateral Capacity of Piles Installedin Cohesive SoilsNontapat Nimityongskul 1 ; Yohsuke Kawamata 2 ; Deepak Rayamajhi, A.M.ASCE 3 ;and Scott A. Ashford, M.ASCE 4Abstract: A series of full-scale lateral load tests of fully instrumented ...
Reliable assessment of the lateral pile–soil interaction is of pronounced importance for the design of mono-pile foundations of offshore wind turbines. As the offshore engineering moves to deeper waters, the diameter of mono-piles is getting larger, usu
Subsequently, the pile holes were excavated, and pile was on-site constructed. Thereafter, precasted sheets were set behind piles, and an EPS layer was arranged behind sheet. Finally, the soil was back-filled to a design height of 5 m. The main construction process of the sheet pile ...
590Accesses Abstract To examine the influence of double additional moment effects on lateral response of large diameter monopile foundation, this work firstly establishes analytical constitutive relation of additional moment versus pile slope (Ms-θ) induced by vertical shaft resistance and constitutive mod...
The interpreted static load-deflection curve indicates that the liquefied sand provided significant lateral resistance and that a reasonable estimate of the response could be obtained using LPILE with p-y curves for liquefied sand (Dr 鈮 50%) developed based on lateral load tests on piles in ...
Development of P-Y curves for single piles based on full-scale lateral load tests and the cone penetration test (CPT) in clayey soilsBOUAFIA, AliJournal of Materials & Engineering Structures
For example, presented in this paper are lateral load test data from a 43-story building project in New\nYork City where vertical micropiles were used due to proximity to adjacent structures. Three static lateral\nload tests were conducted on micropiles consisting of 13.375-in-outside diameter ...