Abstract: This paper investigates the dynamic response of soil around a laterally vibrating extended pile shaft and its application to the lateral parallel seismic (PS) integrity testing method. Considering the high pile to soil ...

Abstract: Understanding the dynamic behavior of poroelastic soil adjacent to an axially vibrating pile is crucial to the seismic design and vibration reduction of various geotechnical engineering projects; however, few analytical ...

Abstract: Existing nondestructive pile integrity test (PIT) methods have certain limitations in the interpretation of test results for extended pile shafts supporting an existing structure. A novel multipoint traveling wave decomposition ...

Abstract: In this paper, an analytical solution to the dynamic reaction of half-space soil around a beam-on-multiple-piles structure is proposed. This can be used to evaluate the effect of an adjacent vibrating pile of unequal length ...

Abstract: The lateral pile integrity test (LPIT) method, a low-strain nondestructive test technique, is employed in this paper to evaluate the integrity of an extended pile shaft supporting superstructure. An extended pile shaft ...