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Showing 1 to 6 of 6 for “"p-multipliers"”.
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Full Scale Static Lateral Load Test of a 9 Pile Group in Sand
… sand. Analysis was done in order to determine p-multipliers for the rows in the pile group. The pile group consistently resisted lower average loads than those of the single pile at the same peak deflection. Row 1 resisted equal loads to those resisted by the single pile but Row 2 and Row 3 …
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Full-Scale Lateral Load Test of a 3x5 Pile Group in Sand
… loaded and data were collected to derive p-multipliers. A single pile separate from the 15-pile group was loaded for comparison. Results were compared to those of a similar test in clays. The load resisted by the single pile was greater than the average load resisted by each pile in the pile …
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Behavior of Batter Piles in Sand
… for the vertical piles. Average values of the p-multipliers appropriate for the small batter pile groups in sand were suggested. Investigations of various pile-to-pile cap connections for the prestressed concrete piles using full-scale static experimental results were performed. On the basis of …
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Full-Scale-Lateral-Load Test of a 1.2 m Diameter Drilled Shaft in Sand
… model the drilled shaft response. User-defined p-multipliers were selected to match the measured results with the calculated results. On average very good agreement was obtained between measured and computed response without resorting to p-multipliers greater than 1.0. These results suggest that a …
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Forecasting the Essential Chemotherapy Needed for Treatment of Children with Acute Lymphoblastic Leukemia in Low- and Middle-Income Countries
… system with population and patient-based multipliers for each drug used in the treatment of pediatric ALL, thus estimating the essential chemotherapy quantities needed for a single patient, facility, region, or country.</p> <p>We described a forecasting model for estimating essential …
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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 …