Effects of Strain Rate and Specimen Size on the Behavior of Fine-Grained Soils

Author:

Zarei Chia,Soltani-Jigheh Hossein,Liu Yong

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference41 articles.

1. ASTM D2487–17, Standard practice for classification of soils for engineering purposes (Unified Soil Classification System), Annual Book of ASTM Standards2017, 04.08.

2. ASTM D4318–17e1, Standard test methods for liquid limit, plastic limit, and plasticity index of soils, ASTM international, West Conshohocken, PA2017.

3. ASTM D4767–11, Standard test methods for consolidated undrained triaxial compression test for cohesive soils. Annual Book of ASTM Standards 2011.

4. Asreazad S (2014) Effect of grain size and specimen dimension on triaxial shear strength parameters of coarse soil. Adv Mater Res 926–930:557–560

5. Casagrande A, Shannon WL (1948) Strength of soils under dynamic loads. In: Proceedings of American Society of Civil Engineering, New York: ASCE Press 74(4):591–608

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