Analysis of Undrained Shear Characteristics and Structural Damage of Granite Residual Soil

Author:

Yin SongORCID,Liu PengfeiORCID,Yan PanORCID,Zhang XianweiORCID,Li XinmingORCID

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference29 articles.

1. ASTM D2487-2017 (2017) Standard practice for classification of soils for engineering purposes (Unified Soil Classification System), ASTM D2487-2017, ASTM International, West Conshohocken, PA, USA

2. Baranovskiy AG (2018) Composition and structure of the disperse zone of weathering crust of granitoids of the territory of the city of chelyabinsk. Engineering Geology World 13(4–5):20–34, DOI: https://doi.org/10.25296/1993-5056-2018-13-4-5-20-34

3. Butterfield R (1979) A natural compression law for soils (an advance one-log p’). Geotechnique 29(4):469–480, DOI: https://doi.org/10.1680/geot.1979.29.4.469

4. Chen Y, Jian W, Wang J (2018) Experimental study on physical and mechanical characteristics of granite residual soil in Southern Jiangxi Province. Science Technology and Engineering 18(4):115–120

5. Fityus SG, Smith DW (2004) The development of a residual soil profile from a mudstone in a temperate climate. Engineering Geology 74(1–2):39–56, DOI: https://doi.org/10.1016/j.enggeo.2004.02.001

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