A platform for research: civil engineering, architecture and urbanism
Filler-Stabilized Xanthan Gum for Soil Improvement
This paper presents the preliminary results for the use of filler-stabilized biopolymers to enhance the mechanical properties of sands. Biopolymers include natural polymers produced by micro-organisms or artificially manufactured fully degradable polymers. Several studies in the literature have reported the successful use of biopolymers (e.g. xanthan gum, agar gum, guar gum) as additives for soil improvements. However, concerns were also raised about the strength dependency of these improved soils on moisture content as well as the expected increase in the swelling potential of these soils. In this study, xanthan gum was first stabilized using bentonite clay as a filler to strength the resulting gel, which was then mixed with a clean sand. The results of triaxial consolidated-undrained tests on the clean sand, sand treated with un-stabilized xanthan gum, and sand treated with xanthan gum stabilized with two percentages of bentonite clay are presented. Also, the results of free swelling tests on sand samples treated with un-stabilized xanthan gum, and xanthan gum stabilized with different fillers are reported. While more experiments are needed, the main conclusion of this study is that stabilizing biopolymers with a small percentage of a filler—such as clays—will provide a viable ecofriendly bioinspired soil improvement technique. This could also help providing the nutrition needed for microbially induced calcite precipitation (MICP) without compromising the soil strength.
Filler-Stabilized Xanthan Gum for Soil Improvement
This paper presents the preliminary results for the use of filler-stabilized biopolymers to enhance the mechanical properties of sands. Biopolymers include natural polymers produced by micro-organisms or artificially manufactured fully degradable polymers. Several studies in the literature have reported the successful use of biopolymers (e.g. xanthan gum, agar gum, guar gum) as additives for soil improvements. However, concerns were also raised about the strength dependency of these improved soils on moisture content as well as the expected increase in the swelling potential of these soils. In this study, xanthan gum was first stabilized using bentonite clay as a filler to strength the resulting gel, which was then mixed with a clean sand. The results of triaxial consolidated-undrained tests on the clean sand, sand treated with un-stabilized xanthan gum, and sand treated with xanthan gum stabilized with two percentages of bentonite clay are presented. Also, the results of free swelling tests on sand samples treated with un-stabilized xanthan gum, and xanthan gum stabilized with different fillers are reported. While more experiments are needed, the main conclusion of this study is that stabilizing biopolymers with a small percentage of a filler—such as clays—will provide a viable ecofriendly bioinspired soil improvement technique. This could also help providing the nutrition needed for microbially induced calcite precipitation (MICP) without compromising the soil strength.
Filler-Stabilized Xanthan Gum for Soil Improvement
Antonette, Justin (author) / Donza, Johnny (author) / Jaradat, Karam A. (author) / Darbari, Zubin (author) / Abdelaziz, Sherif L. (author)
Eighth International Conference on Case Histories in Geotechnical Engineering ; 2019 ; Philadelphia, Pennsylvania
Geo-Congress 2019 ; 125-133
2019-03-21
Conference paper
Electronic Resource
English
Filler-Stabilized Xanthan Gum for Soil Improvement
British Library Conference Proceedings | 2019
|Filler-Stabilized Xanthan Gum for Soil Improvement
TIBKAT | 2019
|Springer Verlag | 2024
|Soil Improvement Using Xanthan Gum Biopolymer for Loose Sand: Experimental Study
Springer Verlag | 2021
|