Microstructure, strength, and consolidation properties of Ariake clay deposits obtained from samplers

ASTM Special Technical Publication

Volumn , Issue 1482, 2006, Pages 98-105

  Shogaki, Takaharu ^a  

^a NATIONAL DEFENSE ACADEMY   (Japan)

Author keywords

Clay deposits; Consolidation; Microstructure; Sample disturbance; Strength

Indexed keywords

COMPRESSIVE STRENGTH; FRICTION; MICROSTRUCTURE; OPTICAL MICROSCOPY; PRESSURE EFFECTS;

ARIAKE CLAY; SAMPLE DISTURBANCE; STANDARD OEDOMETER; STRENGTH;

CLAY DEPOSITS;

EID: 33744792931     PISSN: 00660558     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (13)

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9. Shogaki, T., 1997b, "Strength Properties of Clay by Portable Unconfined Compression Apparatus," Proc. of Int. Conf. on Geotechnical Engineering for Coastal Development, Yokohama, pp. 85-88.
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11. Shogaki, T., Sakamoto, R., Kondo, E., and Tachibana, H., 2004, "Small Diameter Cone Sampler and its Applicability for Pleistocene Osaka Ma 12 Clay," Sails Found., Vol. 44, No. 4, pp. 119-126.
12. Shogaki, T. and Sakamoto, R., 2004, "The Applicability of a Small Diameter Sampler with a Two-Chambered Hydraulic Piston for Japanese Clay Deposits," Soils Found., Vol. 44, No. 2, pp. 113-124.
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