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Showing 1 to 7 of 7 for “"LPILE"”.
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In-Situ Testing of a Carbon/Epoxy IsoTruss Reinforced Concrete Foundation Pile
… finite difference-based computer program called Lpile; 2) a Winkler foundation model; and, 3) a simple analysis based on fundamental mechanics of materials principles. Both Lpile and Winkler foundation model predictions concluded that the IRC pile should hold approximately twice the load of the …
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Full-Scale Lateral Load Test of a 3x5 Pile Group in Sand
… per pile. The single pile test was modeled using LPILE Plus, version 4.0. Soil parameters in LPILE were adjusted until a good match between measured and computed responses was obtained. This refined soil profile was then used to model the 15-pile group in GROUP, version 4.0. User-defined …
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Full-Scale-Lateral-Load Test of a 1.2 m Diameter Drilled Shaft in Sand
… pile were modeled using the computer programs LPILE (Reese et al., 2000), SWM6.0 (Ashour et al., 2002), and FB-MultiPier Version 4.06 (Hoit et al., 2000). Comparisons were made between the measured and computed load-deflection curves as well as bending moment versus depth curves. Soil …
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Statnamic Lateral Load Testing and Analysis of a Drilled Shaft in Liquefied Sand
… the log decrement method. The computer program LPILE was then used to compute the load-deflection curves in comparison with the response from the field load tests. Analyses were performed using a variety of p-y curve shapes proposed for liquefied sand. The best agreement was obtained using the …
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Laterally Loaded Pile Cap Connections
… two programs used for analysis (GROUP 4.0 and LPILE 4.0).
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Full Scale Static Lateral Load Test of a 9 Pile Group in Sand
… pile was modeled using the computer program LPILE Plus version 4.0 (Reese et al., 2000). The soil profile was calibrated by alternating the input soil parameters until the curves matched between the measured and the calculated results. The new soil profile was then used to model the test on …
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Full-Scale Lateral-Load Tests of a 3x5 Pile Group in Soft Clays and Silts
<p>A series of static lateral load tests were conducted on a group of fifteen piles arranged in a 3x5 pattern. The piles were placed at a center-to-center spacing of 3.92 pile diameters. A single isolated pile was also tested for comparison to the group response. The subsurface profile consisted of …