Canadian geotechnical journal

This slide is a very slow-moving landslide, which has recently been reactivated. Abdallah Husein Malkawi Waleed F. Effect of weathering on the compressibility and shear strength of a natural clay.

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Thus, careful handling was necessary, and original procedures were developed to place samples in the plane strain testing device with minimum cxnadian. The results obtained confirmed the behaviour observed in soil covers: Laboratory studies on fracturing of low-permeability soils.

Evolution of the total number of citations and journal's self-citations received by a journal's published documents during the three previous years.

Canadian Geotechnical Journal - Wikipedia

Hendry University caadian Alberta Z-S. Year International Collaboration The goal of an instrumented experimental plot constructed on the Saint-Tite-des-Caps landfill site was to evaluate the field behaviour and performance of a cover with capillary barrier effect CCBE to control water percolation. Join the conversation about this journal.

At intermediate frequencies the joint contributions from the direct shear wave and from complex crustal reverberations are important. This study presents a numerical procedure to simulate stress waves resulting from nearby production blasts. A parametric study journzl the development of residual stresses in a steel pile shows interesting aspects related to the effects of toe resistance, shaft friction resistance distribution, and driving energy.

Properties and behaviour of Hong Kong marine deposits with different clay contents: To better understand how oxygen migrates through deinking residues and to develop prediction tools for future design with deinking residues, one-dimensional effective diffusion coefficients D-e were determined by fitting laboratory experimental curves O-2 concentration versus time data to curves obtained from computer simulations.

Canadian Geotechnical Journal

Two local pore water pressure transducers are attached to the sample boundary and show differences in local excess pore water pressure.

Arulrajah Swinburne University of Technology W. Journal Self-citation is defined as the number of citation from a journal citing article to articles published by the same journal. Topics include foundations, excavations, soil properties, dams, embankments, slopes, new developments in geohydrology, rock engineering, geochemistry, journao management and contaminant transport, frozen soil, ice and snow, offshore soils, and geostatistics.

A key requirement in the assessment of landslide risk canafian such densely populated urban areas as Hong Kong consists of the prediction of potential runout distance or the extent of the subsequent debris flow. Geotcehnical analysis revealed that a cyclic load would induce excess pore water pressure, which, in corroboration with steady seepage forces and agitation due to dynamic geotechnidal could then cause internal erosion of fines from the specimens.

Field data from two sites show that O-2 diffusion through the barriers can be greatly reduced. Data provided are for informational jourbal only. The resulting implications on the calculated deterministic safety factors and the probabilistically retrieved reliability indices of the embankment are thoroughly discussed in this work.

Merifield Douglas Partners Pty Ltd. The effects of mean effective stress, loading frequency, and number of loading cycles on modulus were evaluated from torsional shear TStriaxial TXand M-R tests. The model is aimed at realistic simulation of liquefaction occurring in loose, saturated, granular materials under monotonic static loading.

Effect of Thompson River elevation on velocity and instability of Ripley Slide.

To verify the proposed semi-analytical approach, predictions of the time-dependent load-settlement curves are compared with the measured values from pile tests at two sites. The evolutions of the three-dimensional strength and shear modulus of the surrounding soil are subsequently incorporated into the two model parameters of the proposed t-z curve geotechnifal capture the time-dependent pile-soil interaction behaviour.

Analysis of the field data shows that the seepage control layer consisting of DBP remained nearly saturated and controlled percolation to the desired level. Elwood University of Saskatchewan B.

Jommi Technische Universiteit Delft B. The DBP layer acts as a seepage control layer to control the rate of seepage that can reach geotwchnical top of the capillary barrier.

Q1 green comprises the quarter of the journals with the highest values, Q2 yellow the second highest values, Q3 orange the third highest values and Q4 red the lowest values.

The solution makes it possible to follow the continuous variation of strains, stresses, and volume changes produced by cavity expansion.

Evolution of the factor of safety following excavation in clay. International Collaboration accounts for the articles that have been produced by researchers from several countries. On determining the elastic modulus of a cylindrical sample subjected to flexural excitation in a resonant column apparatus.

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