Effects of Thixotropy and Cement Content on the Sensitivity of Soft Remolded Clay
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 141, Issue 2
Abstract
Strength loss of sensitive clay slopes is a common concern for soft soil sites. A useful method for studying this problem is through physical model tests. However, a problem that deters more widespread use of such tests is the difficulty of obtaining the large samples of natural sensitive soil that would be required. The work described in this paper was motivated by the need to develop practical procedures to produce artificial sensitive clay for use in model tests. To reach this goal, some fundamental experiments were performed to explore the effects of cement content, water content, aging, and remolding after aging on the undrained shear strength. Two soils [San Francisco Bay mud (SFBM) and Yolo loam (YL)] with several different cement and water contents were studied. After mixing and aging and measurement of the aged strength, the soils were again remolded to determine the aged-remolded undrained strength. The sensitivity of the aged clay could then be calculated by dividing the aged strength by the aged-remolded strength. The SFBM, a high-plasticity clay, developed a sensitivity of approximately 3–3.5 after 7 days as a result of thixotropic hardening alone. Sensitivities of 4–8 were obtained by addition of a small percentage (2–5%) of cement to the soil. The YL, a low-plasticity lean clay rich in silt content, produced much higher sensitivities of 20–27, with a small addition of cement (2–3%). A procedure for production of physical model test specimens with the desired strength and sensitivity is also outlined.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 141 • Issue 2 • February 2015
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Oct 16, 2013
Accepted: Sep 19, 2014
Published online: Oct 10, 2014
Published in print: Feb 1, 2015
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