Abstract: The structural response of pultruded fiber-reinforced polymer (PFRP) sheet pile panels subjected to a uniform pressure load was investigated. Single, connected, and concrete-backfilled panels were tested to ultimate failure ...

Abstract: The time-dependent creep behavior of pultruded composite sheet piling was investigated. Two panels were tested under equally spaced third point bending at a span to depth ratio of 48; one was subject to a constant load of 50% of