Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Behavior of a Large-Scale Pile Group Subjected to Cyclic Lateral Loading
A large-scale group of nine steel pipe piles in a closely spaced arrangement was subjected to cyclic lateral loading with water above the ground surface. The piles were 10.75 in. in diameter and 40 ft long and were installed at a center-to-center spacing of 3-pile diameters. The soils at the Houston, Texas site consisted of a stiff, overconsolidated clay. In an attempt to model storm loading of offshore structures, the loading was electronically controlled to follow a sinusoidal curve of deflection versus time with a 30-sec period. All of the piles in the group were extensively instrumented to obtain measurements of shear in the individual piles and bending moment as a function of depth. Results were compared with the results of a similar load test on a single pile that was about 30 ft away.
Behavior of a Large-Scale Pile Group Subjected to Cyclic Lateral Loading
A large-scale group of nine steel pipe piles in a closely spaced arrangement was subjected to cyclic lateral loading with water above the ground surface. The piles were 10.75 in. in diameter and 40 ft long and were installed at a center-to-center spacing of 3-pile diameters. The soils at the Houston, Texas site consisted of a stiff, overconsolidated clay. In an attempt to model storm loading of offshore structures, the loading was electronically controlled to follow a sinusoidal curve of deflection versus time with a 30-sec period. All of the piles in the group were extensively instrumented to obtain measurements of shear in the individual piles and bending moment as a function of depth. Results were compared with the results of a similar load test on a single pile that was about 30 ft away.
Behavior of a Large-Scale Pile Group Subjected to Cyclic Lateral Loading
D. A. Brown (Autor:in) / L. C. Reese (Autor:in)
1988
410 pages
Report
Keine Angabe
Englisch
Civil Engineering , Ocean Sciences & Technology , Mineral Industries , Pile structures , Bending moments , Clay , Cohesion , Ground level , Models , Offshore structures , Pipes , Sites , Soils , Steel , Storms , Surfaces , Texas , Water , Loads(Forces) , Cycles , Model tests , Mathematical models , Lateral loads
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