INTERNATIONAL CONFERENCE ON EXPANSIVE SOILS, 3RD, PROCEEDINGS, 1973.

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作者
Shraga, S.
Amir, D.
Kassiff, G.
Yong, R.N.
Mitchell, J.K.
Jennings, J.E.
Tovey, N.K.
Frydman, S.
Wong, K.Y.
De Graft-Johnson, J.W.S.
Bhatia, H.S.
Yeboah, S.L.
Aitchison, G.D.
Martin, R.
Peter, P.
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来源
| 1973年
关键词
Clay - Embankments - Foundations - ROADS AND STREETS - Soil Surveys - Soil mechanics;
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摘要
Following is a continuation of the list of titles and authors of the papers presented: Review of Foundation Practice for a Kibbutz Dwelling in Expansive Clay. By S. Shraga, D. Amir and G. Kassiff. On the Physics of Unsaturated Flow in Expansive Soils. By R. N. Yong. Influence of Mineralogy and Pore Solution Chemistry on the Swelling and Stability of Clays. By J. K. Mitchell. Engineering Significance of Constructions on Dry Subsoils. By J. E. Jennings. Study of a Swelling Clay in the Scanning Electron Microscope. By N. K. Tovey, S. Frydman and K. Y. Wong. Some Swelling Characteristics of the Marine Shales of Accra. By J. W. S. De Graft-Johnson, H. S. Bhatia and S. L. Yeboah. Preface to Set of Papers on the Quantitative Description of the Stress-Deformation Behaviour of Expansive Soils. By G. D. Aitchison. Membrane Oedometer for Complex Stress-Path Studies in Expansive Clays. By G. D. Aitchison and R. Martin. Simple Psychrometer for Routine Determinations of Total Suction in Exansive Soils. By P. Peter and R. Martin. Measurement of Matrix Suctions in Expansive Clays Using the Membrane Oedometer. By G. D. Aitchison and P. Peter. Instability Indices I double prime //P//m and I double prime //P//s in Expansive Soils. by G. D. Aitchison, P. Peter and R. Martin. Environmental Controls N double prime //m and N double prime //s Determining the Stress Deformation Response of Expansive Soils. By G. D. Aitchison. Sorption Limit as Guide to Expansive Properties. By G. D. Aitchison and P. Peter. Long Term Observations of Deformations in Structures Founded on Expansive Clays in South Australia. By G. D. Aitchison, P. Peter and R. Martin. Unsaturated Flow in Expansive Clay. By Joram M. Amir.
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