Model predicts cyclic uplift failure in soft-clay helix anchors
A hybrid experimental and computational framework modeled stiffness loss, pore-pressure buildup and residual displacement in single-helix anchors subjected to vertical ...
A hybrid experimental and computational framework modeled stiffness loss, pore-pressure buildup and residual displacement in single-helix anchors subjected to vertical ...
A new numerical study shows that slow-moving landslides fundamentally alter the seismic response of pile-supported bridge piers, underscoring the need ...
Researchers have developed a hybrid system combining rocking self-centering piers and shape memory alloy-enhanced friction pendulum bearings that significantly reduces ...
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© 2025 Scienmag - Science Magazine