The 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 at the time of the test...
Lateral loadsLoad testsPile groupsSandA lateral load test was performed on a full-scale pile group to evaluate pile–soil–pile interaction effects. The3... LB Feagin 被引量: 86发表: 1937年 Simulation of Full-Scale Cyclic Lateral Load Tests on Piles The hysteretic global and local response of...
LATERAL LOAD TEST ON LARGE DIAMETER COMPOSITE PILES The details of a lateral load test performed on a 1.8 m (6 ft) and a 24 m (8 ft) diameter monopole fabricated of high-strength glass fiber reinforced compo... TG Thomann,T Zoli,J Volk - 《Asce Geotechnical Special Publication》 被引量...
Group effects became more pronounced at larger deflection levels due to increased overlap of the shear zones that resisted the lateral motion of the piles thereby reducing the soil resistance. LPILE Plus version 4.0 (Reese et al., 2000) was used to model the single pile test. The initial ...
Dynamic lateral resistance was found to be larger than static capacity even for reloaded piles. 展开 关键词: piles foundations lateral load pile groups dynamic load load test 会议名称: International offshore and polar engineering conference;ISOPE-2003 ...
ANFIS, GRNN, and NN were used to predict lateral as well as the oblique load capacity of batter piles. For lateral load test, lateral load resisted (Q) in Newton (N) was used as an output parameter and input parameter that consists of number of negative batter pile (− B), number ...
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...
Experimental study of the effects of the void located at the pile tip on the load capacity of rock-socketed piles Article Open access 09 July 2024 Model test study of bridge pile horizontal bearing behavior under landslide deformation Article Open access 01 July 2024 Introduction Pile foundati...
A series of fullscale, cyclic, lateral load tests on instrumented piles of varying diameter at a test site in submerged, overconsolidated clay is described... TW Dunnavant,MW O'Neill - 《Journal of Geotechnical Engineering》 被引量: 135发表: 1989年 Group Interaction Effects on Laterally Loaded...
The cyclic loading tests included four test piles founded in weathered and soft rocks through soft clay and silt: three of the test piles (LTP-1, LTP-2, LTP-3) were the small-scale driven piles (diameter= 1.016m, length=26m); the other (LTP-4) was the full-scale drilled shaft (...