Effect of Particle Shape on Dilative Behavior and Stress Path Characteristics of Chamkhaleh Sand in Undrained Triaxial Tests
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s40999-016-0048-8.pdf
Reference37 articles.
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2. Masayuki H, Hideyuki T, Noriyouki Y, Hidekazu M (1994) Undrained cyclic and monotonic triaxal behaviour of saturated loose sand. Soils Found 34(1):19–32
3. Santamarina JC, Cho GC (2004) Soil behaviour: the role of particle shape, Proceeding Skempton Conference, London
4. Castro G (1965) Liquefaction of sands, Ph.D Thesis, Harvard University, Cambridge
5. Casagrande A (1971) On liquefaction phenomena. Geotechnique 21(3):197–202
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