1. Prediction of Ground Vibrations During Pile Driving
... by means of the linear elastic model considering non-porous behavior. The properties of the soils and pile is listed in Table 1 below. Table 1. Input Parameter Material Unit Pile Soil sand silty sand sand silty sand clay clay clayey sand clay Depth m 0-33 0-4 5-12 13-16 17-22 23-27 28-29 30-31 32- ... during pile driving Dynamic analysis : is dynamic analysis that using harmonic multipliers. A typical pulse for pseudeostatic test has a wave shape of a half circle (at the end of the test, the angle phase is 1800). This study using frequency 50 Hz or a half of wave, and total ... with reg...
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- Grade Level: High School