Revue canadienne de géotechnique, table des matières du numéro de novembre 2019
Le numéro de novembre 2019 de la Revue canadienne de géotechnique (RCG), volume 56, no 11, est offert en ligne à tous les membres de la SCG. Pour accéder aux numéros précédents et actuel de la Revue, ouvrez une session dans MaSCG sur le site Web de la SCG, puis cliquez sur « Publications géotechniques » dans la colonne de navigation de gauche. Les non-membres de la SCG peuvent consulter les résumés et les citations du numéro de novembre de la RCG à l’adresse https://www.nrcresearchpress.com/toc/cgj/56/11.
Les articles dans ce numéro comprennent :
- Experimental observation on laterally loaded pile in unsaturated silty soil
- A strength criterion for frozen clay considering the influence of stress Lode angle
- Stochastic modeling of kaolinite transport through a sand filter
- Delayed response of excavations in structured clays
- Equivalent number of uniform cycles versus earthquake magnitude relationships for fine-grained soils
- Hydromechanical behaviour of overconsolidated unsaturated soil in undrained conditions
- Determination of efficient sampling locations in geotechnical site characterization using information entropy and Bayesian compressive sampling
- Coupled hydromechanical (H-M) performance of in situ shaft sealing components for nuclear waste disposal
- Effect of interface transmissivity and hydraulic conductivity on contaminant migration through composite liners with wrinkles or failed seams
- An optimization strategy for evaluating modified Cam clay parameters using self-boring pressuremeter test data
- Experimental study on lateral pile–soil interaction of offshore tetrapod piled jacket foundations in sand
- A simple method for settlement evaluation of loess–pile foundation
- Cyclic and post-cycling anchor response in geocell-reinforced sand
- Ground response to tunnelling incorporating soil reinforcement system
- Ultimate seismic bearing capacities and failure mechanisms for strip footings placed adjacent to slopes
- Observed performance of three adjacent 48 m depth concrete diaphragm wall panels in silty soils