Technical Papers
Oct 24, 2017

Addressing Clay Mineralogy Effects on Performance of Chemically Stabilized Expansive Soils Subjected to Seasonal Wetting and Drying

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 144, Issue 1

Abstract

Premature failures in chemically stabilized expansive soils cost millions of dollars in maintenance and repair. One reason for these failures is the inability of existing stabilization design guidelines to take into account the complex interactions between the clay minerals and the stabilizers. It is vital to understand these complex interactions, as they are responsible for the improved strength and reduction of swelling/shrinking in these soils, which in turn affects the overall health of the infrastructure. This research study examined the longevity of chemically stabilized expansive soils subjected to wetting/drying conditions, with a major focus on clay mineralogy. Eight different natural soils with varying clay mineralogy were subjected to wetting/drying durability studies after they were stabilized with chemical additives including quicklime and cement. Performance indicators such as volumetric strain and unconfined compressive strength trends were monitored at regular intervals during the wetting/drying process. It was observed that clayey soils dominant in the mineral montmorillonite were susceptible to premature failures. It was also noted that soils dominant in other clay minerals exhibited early failures at lower additive contents. For the first time, an attempt was made to address the field implications of the laboratory studies by developing a correlation that predicts service life in the field based on clay mineralogy and stabilizer dosage.

Get full access to this article

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

Acknowledgments

The authors would like to express their sincere appreciation to the Texas Department of Transportation (TxDOT) for their support of this research. The authors would like to acknowledge Mark McDaniel of the TxDOT and Dr. Soheil Nazarian of the University of Texas at El Paso for their assistance with this research.

References

AASHTO. (2004). “Guide for mechanistic-empirical design of new and rehabilitated pavement structures.”, Transportation Research Board, National Research Council, Washington, DC.
AF-JMAN/TM (Air Force Joint Manual/Technical Manual). (1994). “Soil stabilization for pavements.” AFJMAN 32-1019\TM 5-822-14, Dept. of the Army, the Navy, and the Air Force, Washington, DC.
Allam, M. M., and Sridharan, S. (1981). “Effect of wetting and drying on shear strength.” J. Geotech. Eng. Div., 107(4), 421–438.
Al-Rawas, A. A., Hago, A. W., and Al-Sarmi, H. (2005). “Effect of lime, cement, and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman.” Build. Environ., 40(5), 681–687.
ASTM. (2012). “Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft3 (600 kN-m/m3)).” ASTM D698-12e2, West Conshohocken, PA.
ASTM. (2015a). “Standard test methods for wetting and drying compacted soil-cement mixtures.” ASTM D559/D559M-15, West Conshohocken, PA.
ASTM. (2016). “Standard test method for unconfined compressive strength of cohesive soil.” ASTM D2166/D2166M-16, West Conshohocken, PA.
ASTM. (2017a). “Standard specification for portland cement.” ASTM C150/C150M-17, West Conshohocken, PA.
ASTM. (2017b). “Standard test method for particle-size distribution (gradation) of fine-grained soils using the sedimentation (hydrometer) analysis.” ASTM D7928-17, West Conshohocken, PA.
ASTM. (2017c). “Standard test methods for liquid limit, plastic limit, and plasticity index of soils.” ASTM D4318-17, West Conshohocken, PA.
ASTM. (2017d). “Standard test methods for particle-size distribution (gradation) of soils using sieve analysis.” ASTM D6913 / D6913M-17, West Conshohocken, PA.
Chittoori, B. (2008). “Clay mineralogy effects on long-term performance of chemically treated expansive clays.” Ph.D. dissertation, Univ. of Texas at Arlington, Arlington, TX.
Chittoori, B., and Puppala, A. J. (2011). “Quantitative estimation of clay mineralogy in fine-grained soils.” J. Geotech. Geoenviron. Eng., 997–1008.
Chittoori, B., Puppala, A. J., Wejrungsikul, T., and Hoyos, L. (2013). “Experimental studies on stabilised clays at various leaching cycles.” J. Geotech. Geoenviron. Eng., 1665–1675.
Cui, Y. J., Tang, A. M., and Vu, M. N. (2011). “Effects of the maximum soil aggregates size and cyclic wetting-drying on the stiffness of a lime-treated clayey soil.” Géotechnique, 61(5), 421–429.
Day, R. W. (1994). “Swell-shrink behavior of compacted clay.” J. Geotech. Eng., 618–623.
Dif, A. E., and Bluemel, W. F. (1991). “Expansive soils under cyclic drying and wetting.” Geotech. Test. J., 14(1), 96–102.
Eades, J. L., and Grim, R. E. (1966). “A quick test to determine lime requirements for soil stabilization.”, National Research Council, Washington, DC, 61–72.
Guney, Y., Sari, D., Cetin, M., and Tuncan, M. (2007). “Impact of cyclic wetting-drying on swelling behavior of lime-stabilised soil.” Build. Environ., 42(2), 681–688.
Hoyos, L. R., Laikram, A., and Puppala, A. J. (2006). “Assessment of seasonal effects on engineering behavior of chemically treated sulfate-rich expansive clay.” Expansive soils recent advances in characterization and treatment, Al-Rawas, A. A. and Goosen, Z. F. A., eds., Taylor & Francis, New York.
InDOT (Indiana Department of Transportation). (2008). Design procedures for soil modification or stabilization, Indianapolis.
Jones, D. E., and Holtz, W. G. (1973). “Expansive soils: The hidden disaster.” Civil Eng., 43(8), 49–51.
Khattab, S., Al-Mukhtar, M., and Fleureau, J. (2007). “Long-term stability characteristics of a lime-treated plastic soil.” J. Mater. Civ. Eng., 358–366.
Lin, L.-C., and Benson, C. H. (2000). “Effect of wet-dry cycling on swelling and hydraulic conductivity of GCLs.” J. Geotech. Geoenviron. Eng., 40–49.
Little, D. N., and Nair, S. (2009). “Recommended practice for stabilization of subgrade soils and base materials.”, National Cooperative Highway Research Program, Washington, DC.
Nelson, J. D., and Miller, D. J. (1992). Expansive soils: Problems and practice in foundation and pavement engineering, Wiley, New York.
Pedarla, A. (2009). “Durability studies on stabilization effectiveness of soils containing different fractions of Montmorillonite.” Master thesis, Univ. of Texas, Austin, TX.
Pedarla, A., Chittoori, S., and Puppala, A. (2011). “Influence of mineralogy and plasticity index on the stabilization effectiveness of expansive clays.” J. Transp. Res. Board, 2212(1), 91–99.
Petry, T. M., and Armstrong, J. C. (1989). “Stabilization of expansive clay soils.”, National Research Council, Washington, DC.
Pile, K. C., and McInnes, D. E. (1984). “Laboratory technology for measuring properties of expansive clays.” Proc., 5th Int. Conf. on Expansive Soils, Barton, Adelaide, Australia, 85–93.
Punthutaecha, K., Puppala, A. J., Vanapalli, S. K., and Inyang, H. (2006). “Volume change behaviors of expansive soils stabilized with recycled ashes and fibers.” J. Mater. Civil Eng., 295–306.
Puppala, A. J., Kadam, R., Madhyannapu, R., and Hoyos, L. R. (2006). “Small-strain shear moduli of chemically stabilized sulfate-bearing cohesive soils.” J. Geotech. Geoenviron. Eng., 322–336.
Puppala, A. J., Saride, S., Potturi, A., and Hoyos, L. R. (2009). “Resilient behavior of cement-fiber treated reclaimed asphalt pavement (RAP) aggregates as bases.” Proc., Int. Foundations Congress and Equipment Expo, Vol. 187, ASCE, Reston, VA, 433–440.
Puppala, A. J., Wattanasanticharoen, E., and Punthutaecha, K. (2005). “Experimental evaluations of stabilization methods for sulphate-rich expansive soils.” Ground Improv., 9(2), 89–90.
Rao, S. M., Reddy, B. V. V., and Muttharam, M. (2001). “The impact of cyclic wetting and drying on the swelling behavior of stabilised expansive soils.” Eng. Geol., 60(1–4), 223–233.
Rogers, L. E., and Wright, S. G. (1986). The effects of wetting and drying on the long-term shear strength parameters for compacted Beaumont clay, Center for Transportation Research, Bureau of Engineering Research, Univ. of Texas at Austin, Austin, TX.
Sherwood, P. T. (1993). Soil stabilisation with cement and lime: State of the art review, HMSO, London.
TxDOT (Texas Department of Transportation). (2005). Guidelines for modification and stabilization of soils and base for use in pavement structures, Austin, TX.
TxDOT (Texas Department of Transportation). (2017a). “Soil-cement testing.” TEX-120E, Austin, TX.
TxDOT (Texas Department of Transportation). (2017b). “Soil-lime testing.” TEX-121E, Austin, TX.
Yi, Y., Liu, S., and Puppala, A. J. (2016). “Laboratory modelling of T-shaped soil-cement column for soft ground treatment under embankment.” Géotechnique, 66(1), 85–89.
Zhang, R. J., Lu, Y. T., Tan, T. S., Phoon, K. K., and Santoso, A. M. (2014). “Long-term effect of curing temperature on the strength behavior of cement-stabilized clay.” J. Geotech. Geoenviron. Eng., 4014045.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 144Issue 1January 2018

History

Received: Nov 24, 2016
Accepted: Jun 12, 2017
Published online: Oct 24, 2017
Published in print: Jan 1, 2018
Discussion open until: Mar 24, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Bhaskar C. S. Chittoori, Ph.D., M.ASCE [email protected]
P.E.
Assistant Professor, Dept. of Civil Engineering, Boise State Univ., 1910 University Dr., Boise, ID 83704 (corresponding author). E-mail: [email protected]
Anand J. Puppala, Ph.D., F.ASCE [email protected]
P.E.
Distinguished Teaching Professor and Associate Dean, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX 76019. E-mail: [email protected]
Aravind Pedarla, Ph.D., M.ASCE [email protected]
P.E.
Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX 76019. E-mail: [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.

Cited by

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 Article
$35.00
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 Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share