Synergistic effects of colloidal nanosilica and fiber on the hydromechanical performance of mudstone soil in Taiwan

Author:

Liu Chih-Hsuan,Ghadr Soheil,Mrudunayani Pattela,Hung ChingORCID

Funder

National Science and Technology Council, Taiwan

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference72 articles.

1. Al-Rawas AA (2002) Microfabric and mineralogical studies on the stabilization of an expansive soil using cement by-pass dust and some types of slags. Can Geotech J 39:1150–1167. https://doi.org/10.1139/t02-046

2. ASTM D2166-16 (2016) Standard test method for unconfined compressive strength of cohesive soil. ASTM, ASTM D2166-00, West Conshohocken

3. ASTM D2435-03 (2003) Standard test methods for one-dimensional consolidation properties of soils using incremental loading. ASTM, ASTM D2435-03, West Conshohocken

4. ASTM D2487-06 (2006) Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM, ASTM D2487-06, West Conshohocken

5. ASTM D4546-08 (2008) One-dimensional swell or collapse of cohesive soils. ASTM, ASTM D4546-08, West Conshohocken

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