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Multi-objective Reliability Based Optimization of Reinforced Soil Slopes with One Row of Piles Under Seismic Loading Conditions
Range of pile geometries considered in the sensitivity study.
Simulated nanoindentation into single-phase fcc Fe $$_{x}$$ Ni $$_{1-x}$$ alloys predicts maximum hardness for equiatomic stoichiometry
Pile Group Effect Modeling and Parametric Sensitivity Analysis of Scoured Pile Group Bridge Foundations in Sandy Soils under Lateral Loads, Journal of Bridge Engineering
Slide2 Tutorials 12 - Sensitivity Analysis Tutorial
FHWA-HRT-04-043-Chapter 8. ANALYSES OF THE LATERAL LOAD TESTS AT THE ROUTE 351 BRIDGE-A Laboratory and Field Study of Composite Piles for Bridge Substructures-March 2006
Sensitivity analysis of vertically loaded pile reliability - ScienceDirect
Range of pile geometries considered in the sensitivity study.
Numerical analysis of pile group, piled raft, and footing using finite element software PLAXIS 2D and GEO5
Frontiers Soil-structure interaction: A state-of-the-art review of modeling techniques and studies on seismic response of building structures
FHWA-HRT-04-043-Chapter 8. ANALYSES OF THE LATERAL LOAD TESTS AT THE ROUTE 351 BRIDGE-A Laboratory and Field Study of Composite Piles for Bridge Substructures-March 2006
Technical paper: Strength reduction technique with finite element method for slopes without stabilisation measures
Analysis of the existing pile response induced by adjacent pile driving in undrained clay - ScienceDirect