Search
Now showing items 1-1 of 1
Volumetric Changes and Point of Saturation around a Pressuremeter Probe Used in Unsaturated Soils
Publisher: American Society of Civil Engineers
Abstract: The interpretation of pressuremeter test results in cohesive soils assumes that the soil is saturated and the rate of loading is such that undrained conditions apply. Pressuremeter tests in compacted soils or heavily ...