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Discussion of “Quality of Conventional Fixed Piston Samplers of Norwegian Soft Clay” by Michael Long, Nouri El Hadj, and Knut Hagberg
Publisher: American Society of Civil Engineers
46th Terzaghi Lecture: Geosynthetic Reinforced Soil: From the Experimental to the Familiar
Publisher: American Society of Civil Engineers
Abstract: The paper begins with a historical review of reinforced soil technology, beginning with nature and the ancients, the development of Terre Armée or Reinforced Earth by Vidal and Lee, and ending with the early uses of ...
Performance of Geotextile Separators Five Years after Installation
Publisher: American Society of Civil Engineers
Abstract: During the reconstruction of a state highway in 1991, a full-scale test section was established at a site with a history of poor pavement performance, most likely because of a soft silty clay subgrade, high ground-water ...
Discussion of “<i>Time Dependence of Lateral Earth Pressure</i>” by Edward Kavazanjian, Jr., and James K. Mitchell (April, 1984)
Publisher: American Society of Civil Engineers
Lessons From Oedometer Tests on High Quality Samples
Publisher: American Society of Civil Engineers
Abstract: A well planned and carefully executed program of oedometer tests on high quality undisturbed samples is shown to provide considerable practical information about the soil properties of a natural, very stiff clay deposit. ...
Laboratory Study of Pressuremeter Tests in Clays
Publisher: American Society of Civil Engineers
Abstract: A series of strain‐controlled model pressuremeter tests were performed in cohesive soils inside a calibration chamber. Stress disturbance was introduced by unloading or preloading surrounding soil prior to the pressuremeter ...
CK0UC Shear Strength of Normally Consolidated Clays from CIUC Tests
Publisher: American Society of Civil Engineers
Abstract: Because of their practicality and simplicity, consolidated isotropic undrained compression (CIUC) triaxial tests are commonly used in practice to determine the undrained shear strength of cohesive soils, even though CAUC or
Anisotropy Studies on Cuboidal Shear Device
Publisher: American Society of Civil Engineers
Abstract: Anisotropy of clays was studied from cuboidal shear tests on two different clays that were artificially sedimented in a slurry consolidometer. These were supplemented by consolidation tests on specimens cut at different ...
Closure to “<i>Anisotropy Studies on Cuboidal Shear Device</i>” by N. Sivakugan, J. L. Chameau, and R. D. Holtz (June, 1993, Vol. 119, No. 6)
Publisher: American Society of Civil Engineers
Approximate Displacement Influence Factors for Elastic Shallow Foundations
Publisher: American Society of Civil Engineers