Model experiments on coarse-grained soils treated with xanthan gum biopolymer

Author:

Bağrıaçık Baki,Mahmutluoğlu Barış

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference44 articles.

1. Abiodun AA, Nalbantoglu Z (2015) Lime pile techniques for the improvement of clay soils. Can Geotech J 52(6):760–768. https://doi.org/10.1139/cgj-2014-0073

2. ASTM D2487-17e1 (2017) Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM International, West Conshohocken www.astm.org

3. ASTM D698-12e2 (2012) Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft3 (600 kN-m/m3)). ASTM International, West Conshohocken www.astm.org

4. Ayeldeen M, Negm A, El-Sawwaf M, Kitazume M (2017) Enhancing mechanical behaviors of collapsible soil using two biopolymers. J Rock Mech Geotech Eng 9(2):329–339

5. Bagriacik B, Mahmutluoglu B (2020) A new experimental approach to the improvement of sandy soils with construction demolition waste and cement. Arab J Geosci 13:539. https://doi.org/10.1007/s12517-020-05493-6

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