Geotechnical engineering behaviors of gellan gum biopolymer treated sand

By I. Chang, J. Im, Gye-Chun Cho. 2016

217 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Environmental Engineering

View Paper: https://www.semanticscholar.org/paper/964dda8bb415819d8bc72e6b10cd66f8caf79b8d

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. I. Chang
2. Gye-Chun Cho

In Environmental Engineering

1. I. Chang
2. Gye-Chun Cho
3. Sun-Gyu Choi

Citations in the corpus

• Review on geotechnical engineering properties of sands treated by microbially induced calcium carbonate precipitation (MICP) and biopolymers (2020, background): “(b) Gellan gum-treated silica sand [123,149].”
• Shear strength behavior and parameters of microbial gellan gum-treated soils: from sand to clay (2019, methodology): “However, the /d will increase when the gellan gum gels are fully dried, by forming a surface coating and enlarging interparticle contact areas [21].”
• The drying effect on xanthan gum biopolymer treated sandy soil shear strength (2019, background): “The biopolymer treated soil shear strength increased regardless of the curing conditions, while its compressive strength only performed good strengthening effect in the drying condition [20].”