Neural Network: An Alternative to Pile Driving Formulas
pág. 135
Fault Identification of Beams on Elastic Foundation
pág. 157
A New Incrementally Non Linear Constitutive Law for Finite Element Applications in Geomechanics
pág. 177
Constitutive Modelling and Instabilities of Soil Behaviour
pág. 203
Insight into Deficiencies Associated with Commonly Used Zero-Thickness Interface Elements
pág. 225
Axisymmetric Analysis of Ground Reinforcing in Tunnelling Design
pág. 253
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