Evaluation of pile driving lead section... The dimensions and strength of a lead section must be capable of supporting both the pile driving hammer and the longest anticipated pile for a given site....
Responses of a highly accelerated life test system to impacts from different designs of hammersThe response of a table to the impact of its driving hammer in the highly accelerated life test (HALT) system depends on, among other things, the location of the hammer, the presence of multiple hammers, and the angle at...
Modeling of clay behaviour in pile loading test using one-gravity small-scale physical model... Further observation and investigation on simulation of pile loading test in clayrevealed that modeling the following: clay sub-soil resulted in new properties of clay,em=ep+Ln(N) which reflects stress scaling factor, N, pile size and pile driving hammer needscaling factor n and n3 respectively whereas PLT time needs time scaling factor, tp (n)0.
Modelling of clay behaviour in pile loading test using one-gravity small-scale physical model... Further observation and investigation on simulation of pile loading test in clay revealed that modeling the following: clay sub-soil resulted in new properties of clay, em=ep+Ln(N) which reflects stress scaling factor, N, pile size and pile driving hammer need scaling factor n and n 3 respectively whereas PLT time needs time scaling factor, tp (n
