Deformation and Strength Characteristics of Soft Bangkok Clay

by A. S. Balasubramaniam, (M.ASCE), Assoc. Prof. in Geotechnical Engrg.; Asian Inst. of Tech., Bangkok, Thailand,
A. R. Chaudry, Lect. in Civ. Engrg.; Univ. of Basrah, Basrah, Iraq,


Serial Information: Journal of the Geotechnical Engineering Division, 1978, Vol. 104, Issue 9, Pg. 1153-1167


Document Type: Journal Paper

Discussion: Cheney James A. (See full record)
Closure: (See full record)

Abstract: A comprehensive series of stress controlled triaxial compression tests was carried out on Soft Bangkok Clay. Undisturbed samples of soft clay were taken from Nong Ngoo Hao, a site situated about 15 km east of the coast in the Chao Phraya Plain. Altogether, four different types of triaxial tests were carried out and these include: (1)Undrained tests with constant cell pressure and with 1-hr and 1-day load increment durations; (2)fully drained tests with constant cell pressure; (3)constant mean normal stress tests under drained conditions; and (4)anisotropic consolidation tests. The experimentally observed stress-strain behavior is compared with the predictions from various stress-strain theories.

Subject Headings: Soil strength | Soil deformation | Triaxial tests | Soft soils | Clays | Load tests | Triaxial loads | Stress strain relations | Soil compression | Compression tests | Thailand | Asia | Bangkok

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