Effect of Pore Fluid pH on the Dynamic Shear Modulus of Clay / BL. Du, GK. Mikroudis, H-Y Fang
- Conference Author
- Hazardous and Industrial Solid Waste Testing and Disposal: Sixth Volume (6th : 1985 : Alexandria, Egypt)
- Physical Description
- 1 online resource (14 pages) : illustrations, figures, tables
- Additional Creators
- Du, BL., Fang, H-Y, Mikroudis, GK., American Society for Testing and Materials, and ASTM International
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License restrictions may limit access. - Summary
- This paper presents the laboratory test results on the dynamic shear modulus of clay mineral mixture with sand under dynamic torsion loading. Various pore fluids, as reflected by pH values ranging from 2.0 to 12.0, were introduced in the soil mixtures. Both shear modulus and maximum shear modulus were computed. Consolidation pressures varying from 34.5 to 276 kPa were used. All test results are presented in graphical and tabulated forms. Comparisons of various pH values with normal conditions are made. Finally, physico-chemical concepts are used to examine the soil-pollutants interaction.
- Dates of Publication and/or Sequential Designation
- Volume 1986, Issue 933 (January 1986)
- Subject(s)
- Other Subject(s)
- ISBN
- 9780803149946 (e-ISBN)
9780803109315
0803109318 - Digital File Characteristics
- text file PDF
- Bibliography Note
- Includes bibliographical references 7.
- Other Forms
- Also available online via the World Wide Web. Tables of contents and abstracts freely available; full-text articles available by subscription.
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Also available in PDF edition. - Reproduction Note
- Electronic reproduction. W. Conshohocken, Pa. : ASTM International, 1986. Mode of access: World Wide Web. System requirements: Web browser. Access may be restricted to users at subscribing institutions.
- Technical Details
- Mode of access: World Wide Web.
- Source of Acquisition
- ASTM International PDF Purchase price USD25.
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