Chapter
Feb 22, 2024

Liquefaction Resistance of Fiber-Reinforced Pond Ash

Publication: Geo-Congress 2024

ABSTRACT

The present experimental study evaluates the liquefaction resistance of pond ash reinforced with different types of fibers (polypropylene, jute cellulose, and coir fibers). A series of stress-controlled cyclic simple shear (CSS) tests was performed to study the liquefaction resistance of fiber-reinforced pond ash. Cyclic loading was applied at 1 Hz frequency under 100 kPa of overburden pressure. All specimens were prepared at 95% of maximum dry density (MDD) and optimum moisture content (OMC) of pond ash. For each fiber type, a minimum of three CSS tests were conducted at different cyclic stress ratios (CSR) to obtain the cyclic resistance ratio (CRR). CRR was determined as the CSR required to liquefy the specimen in 15 loading cycles. This experimental research reported that including jute cellulose fibers in pond ash increased the liquefaction resistance of pond ash. The inclusion of other fibers showed a minimal increase in liquefaction resistance.

Get full access to this article

View all available purchase options and get full access to this chapter.

REFERENCES

Amini, P. F., and Noorzad, R. (2018). Energy-based evaluation of liquefaction of fiber-reinforced sand using cyclic triaxial testing. Soil Dynamics and Earthquake Engineering, 104, 45–53.
Boominathan, A., and Hari, S. (2002). Liquefaction strength of fly ash reinforced with randomly distributed fibers. Soil Dynamics and Earthquake Engineering, 22(9-12), 1027–1033.
Chattaraj, R., and Sengupta, A. (2017). Dynamic properties of fly ash. Journal of Materials in Civil Engineering, 29(1), 04016190.
Chegenizadeh, A., Keramatikerman, M., and Nikraz, H. (2018). Liquefaction resistance of fibre reinforced low-plasticity silt. Soil Dynamics and Earthquake Engineering, 104, 372–377.
Ghadr, S., Samadzadeh, A., Bahadori, H., and Assadi-Langroudi, A. (2020). Liquefaction resistance of fibre-reinforced silty sands under cyclic loading. Geotextiles and Geomembranes, 48(6), 812–827.
Jakka, R. S., Datta, M., and Ramana, G. V. (2010). Liquefaction behavior of loose and compacted pond ash. Soil Dynamics and Earthquake Engineering, 30(7), 580–590.
Maheshwari, B. K., Singh, H. P., and Saran, S. (2012). Effects of reinforcement on liquefaction resistance of Solani sand. Journal of Geotechnical and Geoenvironmental Engineering, 138(7), 831–840.
Mohanty, S., and Patra, N. R. (2014). Cyclic behavior and liquefaction potential of Indian pond ash located in seismic zones III and IV. Journal of materials in civil engineering, 26(7), 06014012.
Mohanty, S., and Patra, N. R. (2016). Dynamic response analysis of Talcher pond ash embankment in India. Soil Dynamics and Earthquake Engineering, 84, 238–250.
Noorzad, R., and Amini, P. F. (2014). Liquefaction resistance of Babolsar sand reinforced with randomly distributed fibers under cyclic loading. Soil Dynamics and Earthquake Engineering, 66, 281–292.
Singh, J., and Singh, S. K. (2022). Dynamic Properties of Spatially-Varied Pond Ash within a Coal Ash Pond. International Journal of Geomechanics, 22(3), 04021309.
Yoshimoto, N., Orense, R. P., Hyodo, M., and Nakata, Y. (2014). Dynamic behavior of granulated coal ash during earthquakes. Journal of Geotechnical and Geoenvironmental Engineering, 140(2), 04013002.
Zand, B., Tu, W., Amaya, P. J., Wolfe, W. E., and Butalia, T. S. (2009). An experimental investigation on liquefaction potential and post-liquefaction shear strength of impounded fly ash. Fuel, 88(7), 1160–1166.
Zhang, X., and Russell, A. R. (2020). Assessing liquefaction resistance of fiber-reinforced sand using a new pore pressure ratio. Journal of Geotechnical and Geoenvironmental Engineering, 146(1), 04019125.
Zhang, X., and Russell, A. R. (2021). Liquefaction potential and effective stress of fiber-reinforced sand during undrained cyclic loading. Journal of Geotechnical and Geoenvironmental Engineering, 147(7), 04021042.

Information & Authors

Information

Published In

Go to Geo-Congress 2024
Geo-Congress 2024
Pages: 359 - 368

History

Published online: Feb 22, 2024

Permissions

Request permissions for this article.

Authors

Affiliations

1Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Gandhinagar, India. Email: [email protected]
Ajanta Sachan [email protected]
2Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Gandhinagar, India. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$106.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$106.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share