Preliminary Evaluation of the Effect of Curing Time on the Unconfined Compressive Strength and Microstructure of Colloidal Silica Grouted Soil-Reference-Cited by-同舟云学术

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Preliminary Evaluation of the Effect of Curing Time on the Unconfined Compressive Strength and Microstructure of Colloidal Silica Grouted Soil

Published:2024-02-22 Issue: Volume:39 Page:298-306
ISSN:
Container-title:Geo-Congress 2024
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Author:

Bhattarai Anupam¹²³⁴,Hubler Jonathan¹²³⁴,Sample-Lord Kristin¹²³⁴,Gallagher Patricia¹²³⁴

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Villanova Univ., Villanova, PA.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Villanova Univ., Villanova, PA.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Villanova Univ., Villanova, PA.

4. Professor Emerita, Dept. of Civil, Architectural, and Environmental Engineering, Drexel Univ., Philadelphia, PA.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485330.031

Reference25 articles.

1. Cinar A. and Maerz N. (2020). “An Experimental Study of Chemical Grouting Materials for Optimum Mechanical Performance.” Proc. Geo-Congress 2020 ASCE Minneapolis MN 716–726.

2. Permeation grouting of silt-sand mixtures

3. Gallagher, P. M. (2000). Passive site remediation for mitigation of liquefaction risk. Blacksburg, VA: Virginia Tech.

4. Full-Scale Field Testing of Colloidal Silica Grouting for Mitigation of Liquefaction Risk

5. Influence of colloidal silica grout on liquefaction potential and cyclic undrained behavior of loose sand

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1. Investigating the impact of nano-colloidal silica on sandy clay strength: Experimental results and stress-strain modeling insights;Construction and Building Materials;2024-08

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