Capacity of Short Piles and Caissons in Soft Clay from Geotechnical Centrifuge Tests

Abstract

Geotechnical centrifuge tests were conducted to examine the behavior of low aspect ratio piles and caissons in clayey soils subjected to high moment loading. Model piles with aspect ratio of two were tested in the 150g-ton centrifuge at Rensselaer Polytechnic Institute. Results include moment-inclination and force-displacement response for different loading conditions. Numerical studies were also performed consisting of three dimensional finite element simulations in order to predict capacities. The comparisons are performed in terms of the total resistance that is exerted by the soil on the caisson. This paper focuses on presenting the ultimate bearing capacity factors including both experimental and numerical results. In addition, results are compared to a series of studies available in the literature, which include upper bound solutions and experimental results.

MEMS technology and applications in geotechnical monitoring: a review

“…The feasibility and reliability of MEMS for measuring orientation, dynamic penetration events and vertical rotation in centrifuge testing have been examined and verified [207][208][209].…”

A Simplified Calculation Method for Cyclic Response of Laterally Loaded Piles Based on Strain Wedge Model in Soft Clay

“…Murali et al [26] carried out a centrifuge test of rigid piles under lateral loading in normal consolidated soft clay. The test pile diameter D was 3.72 m, the effective embedding depth L was 7.62 m, the aspect ratio L/D was 2.05, the wall thickness t was 0.045 m, and the flexural rigidity EI was 31.2 GN•m 2 .…”