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SEDL / STP / STP892-EB
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STP892
Consolidation of Soils: Testing and Evaluation
Yong RN, Townsend FC
Pages: 751
Published: 1986
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A comprehensive treatment of consolidation testing and evaluation, including infinitesimal and large strain. Paper examine two decades of advances in • equipment and instrument capabilities • test methodologies and data gathering and control systems, • methods for data handling and analysis
Table of Contents
Introduction
Townsend F., Yong R.
Consolidation Testing and Evaluation: Problems and Issues
Townsend F., Yong R.
General Discussion on Consolidation Theory and Testing
Kabbaj M., Leroueil S.
State of the Art: Consolidation Testing
Olson R.
State of the Art: Evaluation and Interpretation of Soil Consolidation Tests
Crawford C.
Report on Laboratory Tests for Consolidation Behavior
Drnevich V.
Report on Theory and Laboratory Testing Requirements: Comparisons
Silvestri V.
Report on New Experimental Methods and Techniques
Bloomquist D.
Report on Consolidation Behavior
Peters J.
General Theory of Consolidation for Clays
Juárez-Badillo E.
Unsaturated Soil Consolidation Theory and Laboratory Experimental Data
Fredlund D., Rahardjo H.
Improved Techniques for the Constant-Rate-of-Strain Consolidation Test
Armour D., Drnevich V.
Compressibility and Settlement of Compacted Fills
Lovell C., Nwabuokei S.
An Experimental Assessment of the Restricted Flow Consolidation Test
Baker N., Hoare S., Sills G.
Desktop Computer Application for Consolidation Testing and Analysis
Byers J., Kunzer B., von Fay K.
Constant-Rate-of-Loading (CRL) Consolidation Test
Cotton C., von Fay K.
Consolidation in the Intergranular Viscosity of Highly Compressible Soils
Zeevaert L.
Oedometric Testing in the Laboratoires des Ponts et Chaussées, France
Ducasse P., Mieussens C., Moreau M., Soyez B.
Automatic Continuous Consolidation Testing in Sweden
Larsson R., Sällfors G.
Oedometer Testing at the Norwegian Geotechnical Institute
Berre T., Lacasse S., Sandbaekken G.
Influence of a Critical Gradient on the Consolidation of Clays
Dubin B., Moulin G.
Consolidation of Natural Clays and Laboratory Testing
Kabbaj M., Leroueil S., Oka F., Tavenas F.
A New Consolidation Testing Procedure and Technique for Very Soft Soils
Umehara Y., Zen K.
Controlled-Strain, Controlled-Gradient, and Standard Consolidation Testing of Sensitive Clays
Gabriel F., Silvestri V., Soulié M., Yong R.
Conventional Consolidation Tests on Two Soils
Chakrabarti S., Horvath R.
A Biaxial Consolidation Test for Anisotropic Soils
Leavell D., Peters J.
Side Friction in Consolidation Tests on Fibrous Peat
Sarsby R., Vickers B.
Determination of Clay Suspension Concentration Profile in a Settling Column Using the Fall-Drop Technique
Alammawi S., Sethi A., Sheeran D., Skiadas N.
Large-Scale Self-Weight Consolidation Testing
Carrier W., Dusseault M., Scott J.
Lateral Strain Measurement by an Ultrasonic Method
Barański T., Wolski W.
Determination of Coefficient of Consolidation (cv) for Large Strain and Variable cv Values
Mikasa M., Takada N.
Determination of Consolidation Parameters by Selfweight Consolidation Test in Centrifuge
Mikasa M., Takada N.
Centrifugal Evaluation of a Time-Dependent Numerical Model for Soft Clay Deformations
Liang R., Mitchell J.
Centrifuge Consolidation Study for Purposes of Plasticity Theory Validation
Herrmann L., Kaliakin V., Mish K., Shen C., Sohn J.
Brittle Behavior of a Varved Clay During Laboratory Consolidation Tests
Bemben S.
Consolidation of Sand-Clay Mixtures
Fukue M., Nakamura T., Okusa S.
A Comparative Laboratory Evaluation of Band-Shaped Prefabricated Drains
Guido V., Ludewig N.
Effectiveness of Prefabricated Drains on Laboratory Consolidation of Remolded Soils
David Suits L., Gemme R., Masi J.
A Case History: Settlement of Fill over Soft Ground
Adachi T., Iwasaki Y., Sakamoto M., Suwa S.
Consolidation Testing—A Comparative Study
Bauer G., El-Hakim A.
Author Index
Subject Index
Committee: D18
Paper ID: STP892-EB
DOI: 10.1520/STP892-EB
ISBN-EB: 978-0-8031-4962-5
 ASTM International is a member of CrossRef.
0-8031-0446-4
978-0-8031-0446-4
STP892-EB
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