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 ...
For lateral load analyses using dense sand p-y curves, p-multipliers that increase the lateral soil stiffness (p-y curves) by 2 to 8 times are required to match the load-deflection behavior measured in the test piles. When applied to the dense sand p-y curves, the p-multipliers provide...
(3) conduct a parametric study to determine the effect of relevant design parameters which include the soil modulus of elasticity, increasing the amount of clay surrounding the piles, and varying the number of soil springs on the pile induced bending moment and lateral displacements along its ...
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 ...
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 ...
2.1. Experimental test procedure Small-scale piled raft models were instrumented with load cells on the pile top. Galvanized iron hollow pipes with internal and external diameters of 16.7 mm and 19.05 mm, respectively, and a length of 0.45 m were used to fabricate the piles. The raft is 0.3...
on theux,RCandux,RQand should be considered in the analyses. In addition, the lateral displacement of liquefied ground causes an amount of rotation of the cap of the inclined pile, probably leading to the potential shear failure at the head of piles. Special consideration should be given to ...
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