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Numerical Modelling of the Long-Term Cyclic Response of Laterally Loaded Piles Driven in Sands Using the High-Cycle Accumulation Framework
The high-cycle accumulation framework is modified and coupled with a practice-oriented cyclic sand constitutive model and implemented in a geotechnical finite-element software to test the approach’s ability to predict...
Published by: Emerald
Published on: Jul 04, 2025
A Methodology for Improved Predictions of Surface Ground Movements Around Shafts
Shafts are typically employed in urban environments to provide access or ventilation to underground structures such as stations, railways or highways. The choice of design is determined, among other things, by the need...
Published by: Emerald
Published on: Jul 01, 2025
Reliability of Dynamically Embedded Anchors in Soft Clay
Floating offshore infrastructure requires geotechnical anchorage for station-keeping. Dynamically embedded anchors are anchors that free fall through the water column and embed in the seafloor through kinetic energy at...
Published by: Emerald
Published on: Jul 01, 2025

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