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Load transfer in reticulated and non-reticulated micropiles from large-scale tests
(University of Missouri--Columbia, 2007)
Using micropiles for slope stabilization is a proven technique but there are many uncertainties with how load is transferred from the soil to the structural elements. A large-scale model was constructed to test model slopes ...
Numerical investigation of load transfer mechanisms in slopes reinforced with piles
(University of Missouri--Columbia, 2005)
The objective of the work is to use numerical analyses to evaluate the limit soil pressure on piles, to evaluate the load transfer mechanism, and to evaluate alternative means for estimating mobilized and limit loads on ...
Axial load transfer in large scale physical model drilled shaft foundations
(University of Missouri--Columbia, 2019)
Drilled shaft foundations are a widely implemented type of deep foundation used to support heavy loads from superstructures such as buildings and bridges. Uncertainties exist in the axial load transfer behavior of drilled ...
Load transfer in micropiles for slope stabilization from tests of large-scale physical models
(University of Missouri--Columbia, 2006)
The objective of this work is to provide experimental data to improve prediction of limit loads for micropiles in slope stabilization applications. The experimental data were obtained from tests of 1-g model slopes 8 ft ...
Within-site variability and reliability of foundation designs based on load tests
(University of Missouri--Columbia, 2019)
Probabilistic evaluations of the reliability of foundation designs based on site-specific load test information are somewhat limited in number. Published evaluations have generally relied on Bayesian techniques. A primary ...