2023
DOI: 10.1051/e3sconf/202338207003
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An analytical method to evaluate the capacity of laterally loaded piles in unsaturated soils

Abstract: The growing pressures of climate change, increased usage and unprecedented geo-hazards impose a modification in the way civil engineering structures are designed and constructed. This isparticularly true for geotechnical works, which are very sensitive to changes of environmental conditions. For instance, the response of a pile under lateral loading is strongly influenced by the stiffness and strength of the first few metres of soil below the surface, which are often partly saturated. To consider this effect, … Show more

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