Stabilizing Geotechnical Properties of Loess Soil by Mixing Recycled Polyester Fiber and Nano-SiO2

Author:

Sarli Jalil Mohammad,Hadadi Farhad,Bagheri Rahmat-Allah

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference49 articles.

1. Al-Refeai TO (1991) Behavior of granular soils reinforced with discrete randomly oriented inclusions. Geotext Geomembr 10(4):319–333. https://doi.org/10.1016/0266-1144(91)90009-L

2. Andersland OB, Khattak AS (1979) Shear strength of kaolinite/fibre soil mixture. In: Proceedings of 1st international conference on soil reinforcement, Paris, vol 1, pp 11–16

3. Arabani M, Lasaki BA (2017) Behavior of a simulated collapsible soil modified with XPS-cement mixtures. Geotech Geol Eng 35(1):137–155. https://doi.org/10.1007/s10706-016-0092-9

4. ASTM C136 (2014) Standard test method for sieve analysis of fine and coarse aggregates. ASTM International, West Conshohocken

5. ASTM D1557 (2012) Standard test methods for laboratory compaction characteristics of soil using modified effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3)). ASTM International, West Conshohocken

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