A new method is described by which the total lateral stress in cohesive soils can be measured.

The apparatus was used to study the behaviour of cohesive soils of Ontario.

This paper examines the water jetting method used to compact cohesive soils.

The vibratory roller becomes less effective, however, as the amount of fine, cohesive soil increases.

Effective techniques are currently available to obtain undisturbed samples of cohesive soils.

Laboratory test results, on the other hand, indicate that cyclic cohesive soil behavior is influenced by the rate of loading.

Reinforced embankments and the effect of consolidation on soft cohesive soil deposits.

They are not recommended for use in cohesive soils where compaction of the base is not possible.

The best application is for cohesive soils.

Lorimer's Method is a technique for evaluating slope stability in cohesive soils.

Resonant column technique for dynamic testing of cohesive soils.

Cohesive soils may produce cracks with water seepage.

The methods developed to predict the action of eroding fluid on cohesive soils lead to contradictory predictions.

A resonant column apparatus was modified to facilitate dynamic testing of cohesive soils.

Key words: critical stress, submerged jet, erodibility, cohesive soils.

He applied limit state theorems to cohesive soils and investigated their validity for other classes of materials.

The results may be used to estimate the field CBR of cohesive soils.

The strength behavior observed in this study of kaolin clay is used to evaluate existing failure criteria for cohesive soil.

The paper provides an effective stress-based interpretation technique for undrained creep behavior in cohesive soils.

Key words: cohesive soils, compaction curve, modeling, neural networks, regression.

In Canada, as in many other countries, the vane borer is commonly used to test cohesive soils.

Dynamic properties of some cohesive soils of Ontario.

If the cohesive soil is at the toe of the bank, it will control the retreat rate of the overlying layer.

Equations are derived by using the analyses results to determine the maximum length limits of integral bridges built on cohesive soils.

Key words: erosion, cohesive soil, flume test.