Cyclic Lateral Load Behavior of a Pile Cap and Backfill

• Published in: Journal of geotechnical and geoenvironmental engineering Vol. 132; no. 9; pp. 1143 - 1153
• Main Authors: Rollins, Kyle M, Cole, Ryan T
• Format: Journal Article
• Language: English
• Published: New York, NY American Society of Civil Engineers 01.09.2006
• Subjects: Applied sciences; Buildings. Public works; Concrete; Earthwork. Foundations. Retaining walls; Exact sciences and technology; Geotechnics; Pipes; Q1; Soil; Steel; Structural analysis; TECHNICAL PAPERS; Lateral load; Earth pressure; Pile foundations; Instruments; Property of soil; Full scale mockup test; Filling up; Passive pressure; Cohesive soil; Load tests; Pile cap; Cyclic load; Passive earth pressure; Lateral loads; Piles; Group pile; Loading test(mechanics); Geotechnics; Driven pile
• ISSN: 1090-0241; 1943-5606
• DOI: 10.1061/(ASCE)1090-0241(2006)132:9(1143)

A series of static cyclic lateral load tests were performed on a full-scale 4×3 pile group driven into a cohesive soil profile. Twelve 324-mm steel pipe piles were attached to a concrete pile cap 5.18×3.05 m in plan and 1.12 m in height. Pile–soil–pile interaction and passive earth pressure provided lateral resistance. Seven lateral load tests were conducted in total; four tests with backfill compacted in front of the pile cap; two tests without backfill; and one test with a narrow trench between the pile cap and backfill soil. The formation of gaps around the piles at larger deflections reduced the pile–soil–pile interaction resulting in a degraded linear load versus deflection response that was very similar for the two tests without backfill and the trenched test. A typical nonlinear backbone curve was observed for the backfill tests. However, for deflections greater than 5 mm, the load-deflection behavior significantly changed from a concave down shape for the first cycle to a concave up shape for the second and subsequent cycles. The concave up shape continued to degrade with additional cycles past the second and typically became relatively constant after five to seven cycles. A gap formed between the backfill soil and the pile cap, which contributed to the load-deflection degradation. Crack patterns and sliding surfaces were consistent with that predicted by the log spiral theory. The results from this study indicate that passive resistance contributes considerably to the lateral resistance. However, with cyclic loading the passive force degrades significantly for deflections greater than 0.5% of the pile cap height.