Shear behavior of unsaturated intact and compacted loess: a comparison study

Author:

Zhang J. W.,Mu Q. Y.ORCID,Garg A.,Liu F. L.,Cao J.

Funder

Science and Technology Co-ordination and Innovation Project of Shaanxi Province in China

National Key Research and Development Program of China

the innovative talents promotion plan in Shaanxi Province of China

Chinese Postdoctoral Science Foundation

Fundamental Research Funds for the Central Universities of China

National Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Earth-Surface Processes,Geology,Pollution,Soil Science,Water Science and Technology,Environmental Chemistry,Global and Planetary Change

Reference57 articles.

1. Alonso EE, Gens A, Josa A (1990) A constitutive model for partially saturated soils. Géotechnique 40(3):405–430

2. ASTM (2006) Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM standard D2487. American Society for Testing and Materials, West Conshohocken, Pa

3. ASTM (2011). Standard test method for measurement of soil potential (Suction) using filter paper. ASTM standard D5298–10. American Society for Testing and Materials, West Conshohocken, Pa

4. Canakci H, Güllü H, Dwle MIK (2018) Effect of glass powder added grout for deep mixing of marginal sand with clay. Arab J Sci Eng 43(4):1583–1595

5. Canakci H, Güllü H, Alhashemy A (2019) Performances of using geopolymers made with various stabilizers for deep mixing. Mater 12(16):2542

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