Analysis of nonlinear settlement for an unsaturated soil under stage continuous loading
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11771-014-2478-2.pdf
Reference26 articles.
1. TERZAGHI K, PECK R B. Soil mechanics in engineering practice [M]. New York: Wiley, 1967: 58–69.
2. BIOT M A. General theory of three-dimensional consolidation [J]. Journal of Applied Physics, 1941, 12(2): 155–164.
3. BARDEN L. Consolidation of compacted and unsaturated clays [J]. Geotechnique, 1965, 15(3): 267–286.
4. BARDEN L. Consolidation of clays compacted ‘Dry’ and ‘Wet’ of optimum water content [J]. Geotechnique, 1974, 24(4): 605–625.
5. FREDLUND D G, HASAN J U. One dimensional consolidation theory: Unsaturated soils [J]. Canadian Geotechnical Journal, 1979, 16(3): 521–531.
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1. Fragility assessment for the rainfall-induced embankments on silty soils;Frontiers in Built Environment;2024-03-25
2. Analytical Solutions to the Axisymmetrical Consolidation of Unsaturated Soils;Journal of Engineering Mechanics;2018-01
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