Technical Papers
May 25, 2021

Shear and Hydraulic Properties of Compost-Amended Topsoils for Use on Highway Slopes

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 8

Abstract

The amount of municipal solid waste (MSW) generated in the US increases every year, and about 30% of the MSW generated is either recyclable or compostable. Utilization of compost-amended topsoils as a vegetative layer on highway slopes contributes to large-volume beneficial reuse of these materials. This study examines the shear and hydraulic properties of two types of composts, biosolids and leaf compost, and their blends with a topsoil for their potential use on highway slopes. Direct shear and consolidated-undrained triaxial shear tests were performed to obtain the shear strength parameters. Flexible-wall hydraulic conductivity tests and unsaturated hydraulic tests were performed to evaluate the saturated and unsaturated hydraulic behavior of the materials, respectively. Compost addition resulted in an increase in effective friction angle, whereas modest changes were observed in effective cohesion, total cohesion, and total friction angle of the topsoil. Two shape parameters determined via digital image analysis, angularity and relative form of 2-dimensional images, correlated well with the measured effective friction angles of the materials tested. Compost treatment resulted in an increase in saturated hydraulic conductivity and the plant-available water content. Unsaturated hydraulic conductivities of all materials were comparable at the matric potential of field capacity (10 kPa), and the compost-amended topsoils experienced 1–3 orders of decrease in their unsaturated hydraulic conductivities during the drying process.

Get full access to this article

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

Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

References

AASHTO. 2011. Standard method of test for particle size analysis of soils. AASHTO T88-10. Washington, DC: AASHTO.
Adugna, G. 2016. “A review on impact of the compost on soil properties, water use and crop productivity.” Acad. Res. J. Agric. Sci. Res. 4 (3): 93–104. https://doi.org/10.14662/ARJASR2016.010.
AIMS (Aggregate Image Measurement System). 2017. Aggregate imaging measurements system operations manual. Grove City, PA: Pine Test Equipment.
Al-Riffai, M. 2005. “Adopting unsaturated flow properties in the design of earthen dams: An integrated design approach to hydrologic and geotechnical events.” In Proc., 1st Conf. on Unsaturated Soils. Ottawa: Univ. of Ottawa. https://doi.org/10.13140/2.1.3927.2329.
ASTM. 2004. Standard test method for direct shear test of soils under consolidated drained conditions. ASTM D3080. West Conshohocken, PA: ASTM.
ASTM. 2012. Standard test methods for laboratory compaction characteristics of soil using standard effort (12,400ft-lbf/ft3 (600  kN-m/m3)). ASTM D698. West Conshohocken, PA: ASTM.
ASTM. 2016. Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter. ASTM D5084. West Conshohocken, PA: ASTM.
ASTM. 2017. Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM D4318. West Conshohocken, PA: ASTM.
ASTM. 2020a. Standard test method for consolidated undrained triaxial compression test for cohesive soils. ASTM D4767. West Conshohocken, PA: ASTM.
ASTM. 2020b. Standard test methods for one-dimensional consolidation properties of soils using incremental loading. ASTM D2435. West Conshohocken, PA: ASTM.
Bajwa, T. M., and M. Fall. 2011. “Mechanical characteristics and behavior of compost-based landfill cover.” In Proc., Pan-Am CGS Geotechnical Conf., No. 577. Richmond, BC, Canada: Canadian Geotechnical Society.
Benson, C. H., and M. A. Othman. 1993. “Hydraulic and mechanical characteristics of a compacted municipal solid waste compost.” Waste Manage. Res. 11 (2): 127–142. https://doi.org/10.1177/0734242X9301100205.
Bezerra-Coelho, C. R., L. Zhuang, M. C. Barbosa, M. A. Soto, and M. T. Van Genuchten. 2018. “Further tests of the HYPROP evaporation method for estimating the unsaturated soil hydraulic properties.” J. Hydrol. Hydromech. 66 (2): 161–169. https://doi.org/10.1515/johh-2017-0046.
Burrell, L. D., F. Zehetner, N. Rampazzo, B. Wimmer, and G. Soja. 2016. “Long-term effects of biochar om soil physical properties.” Geodarma 282 (Nov): 96–102. https://doi.org/10.1016/j.geoderma.2016.07.019.
Chaganti, V. N., and D. M. Crohn. 2014. “Evaluation of compost blankets for erosion control and runoff water quality on a constructed hillslope in southern California.” Trans. ASABE 57 (2): 403–416. https://doi.org/10.13031/trans.57.10199.
Cho, G. C., J. Dodds, and J. C. Santamarina. 2006. “Particle shape effects on packing density, stiffness, and strength: Natural and crushed sands.” J. Geotech. Geoenviron. Eng. 132 (5): 591–602. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:5(591).
Coduto, D. P., M. R. Yeung, and W. A. Kitch. 2010. Geotechnical engineering: Principles and practices. 2nd ed. Upper Saddle River, NJ: Pearson.
Colman, E. A. 1947. “A laboratory procedure for determining the field capacity of field soils.” Soil Sci. 63 (4): 277–284. https://doi.org/10.1097/00010694-194704000-00003.
Dayioglu, A. Y., and A. H. Aydilek. 2019. “Effect of pH and subgrade type on trace metal leaching from steel slag embankments into groundwater.” J. Mater. Civ. Eng. 31 (8): 04019149. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002777.
Duzgun, A. O., and A. H. Aydilek. 2020. Geotechnical properties of compost-amended topsoils. College Park, MD: Univ. of Maryland.
Eghball B., D. Ginting, and J. E. Gilley. 2004. “Residual effects of manure and compost applications on corn production and soil properties.” Agron. J. 96 (2): 442–447. https://doi.org/10.2134/agronj2004.0442.
Faucette, B., and M. Risse. 2002. “Water quality impacts: Controlling erosion with compost and mulch.” Biocycle 43 (6): 26–28.
Faucette, L. B., J. Governo, C. F. Jordan, B. G. Lockaby, H. F. Carino, and R. Governo. 2007. “Erosion control and storm water quality from straw with PAM, mulch, and compost blankets of varying particle sizes.” J. Soil Water Conserv. 62 (6): 404–413.
Faucette, L. B., C. F. Jordan, L. M. Risse, M. Cabrera, D. C. Coleman, and L. T. West. 2005. “Evaluation of storm water from compost and conventional erosion control practices in construction activities.” J. Soil Water Conserv. 60 (6): 288–297. https://doi.org/10.1007/b100570.
Faucette, L. B., B. Scholl, R. E. Bieghley, and J. Governo. 2009. “Large-scale performance and design for construction activity erosion control best management practices.” J. Environ. Qual. 38 (3): 1248–1254. https://doi.org/10.2134/jeq2008.0415.
FHWA (Federal Highway Administration). 2004. “Transportation applications of recycled concrete aggregate.” Accessed June 16, 2020. http://www.fhwa.dot.gov/pavement/recycling/applications.pdf.
Gonzalez, R. F., and L. R. Cooperband. 2002. “Compost effects on soil physical properties and field nursery production.” Compost Sci. Util. 10 (3): 226–237. https://doi.org/10.1080/1065657X.2002.10702084.
Grigatti, M., M. E. Giorgioni, and C. Ciavatta. 2007. “Compost-based growing media: Influence on growth and nutrient use of bedding plants.” Bioresour. Technol. 98 (18): 3526–3534. https://doi.org/10.1016/j.biortech.2006.11.016.
Harrison, R. B. 2008. “Composting and formation of humic substances.” In Encyclopedia of ecology, 713–719. Amsterdam, Netherlands: Elsevier.
Hartl, W., and E. Erhart. 2005. “Crop nitrogen recovery and soil nitrogen dynamics in a 10-year field experiment with biowaste compost.” J. Plant Nutr. Soil Sci. 168 (6): 781–788. https://doi.org/10.1002/jpln.200521702.
Hatipoglu, M., B. Cetin, and A. H. Aydilek. 2020. “Effect of fines content on the performance of unbound granular base aggregates.” J. Transp. Part B: Pavements 146 (1): 04019036. https://doi.org/10.1061/JPEODX.0000141.
He, X.-T., S. J. Traina, and T. J. Logan. 1992. “Chemical properties of municipal solid waste composts.” J. Environ. Qual. 21 (3): 318–329. https://doi.org/10.2134/jeq1992.00472425002100030003x.
Hubbert, M. K. 1940. “The theory of groundwater motion.” J. Geol. 48 (8): 785–944. https://doi.org/10.1029/TR021i002p00648-1.
Huntington, T. G. 2007. “Available water capacity and soil organic matter.” In Encyclopedia of soil science, 139–143. New York: Taylor and Francis.
Intharasombat, N. 2005. “Laboratory and field investigations to address erosion, volume change and desiccation cracking of compost amended expansive subsoils.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of Texas at Arlington.
Intharasombat, N., A. J. Puppala, and R. Williammee. 2007. “Compost amended soil treatment for mitigating highway shoulder desiccation cracks.” J. Infrastruct. Syst. 13 (4): 287–298. https://doi.org/10.1061/(ASCE)1076-0342(2007)13:4(287).
Jamison, V. C., and E. M. Kroth. 1958. “Available moisture storage capacity in relation to textural composition and organic matter content of several Missouri soils.” Soil Sci. Soc. Am. J. 22 (3): 189–192. https://doi.org/10.2136/sssaj1958.03615995002200030001x.
Jennings, S. R., J. D. Goering, P. S. Blicker, and J. J. Taverna. 2003. Evaluation of organic matter addition and incorporation on steep cut slopes phase I: Literature review and potential application equipment evaluation. Helena, MT: Montana Dept. of Transportation Research Program.
Kirchoff, C., J. Malina, and M. Barrett. 2003. Characteristics of compost: Moisture holding and water quality improvement, 1–4. Austin, TX: Univ. of Texas at Austin.
Kirkham, M. B. 2005. Principles of soil and plant water relations, 500. Burlington, VT: Academic Press.
Koerner, M. R. 1970. “Effect of particle characteristics on soil strength.” J. Soil Mech. Found. Div. 96 (4): 1221–1234. https://doi.org/10.1061/JSFEAQ.0001436.
Kranz, C. N., R. A. McLaughlin, A. Johnson, G. Miller, and J. Heitman. 2020. “The effects of compost incorporation on soil physical properties in urban soils—A concise review.” J. Environ. Manage. 261 (May): 110209. https://doi.org/10.1016/j.jenvman.2020.110209.
Le, M., A. J. Puppala, and A. Pedarla. 2015. “Effect of compost soil treatment on surficial slope stability in fully softened condition.” In Proc., IFCEE 2015, 2748–2757. Reston, VA: ASCE. https://doi.org/10.1061/9780784479087.256.
Li, Y. 2013. “Effects of particle shape and size distribution on the shear strength behavior of composite soils.” Bull. Eng. Geol. Environ. 72 (3–4): 371–381. https://doi.org/10.1007/s10064-013-0482-7.
Lim, T. J., K. A. Spokas, G. Feyereisen, and J. M. Novak. 2016. “Predicting the impact of biochar additions on soil hydraulic properties.” Chemosphere 142 (Jan): 136–144. https://doi.org/10.1016/j.chemosphere.2015.06.069.
Mahmoud, E., L. Gates, E. Masad, S. Erdogan, and E. Garboczi. 2010. “Comprehensive evaluation of AIMS texture, angularity, and dimension measurements.” J. Mater. Civ. Eng. 22 (4): 369–379. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000033.
Mahmoud, E., and G. Pareles. 2015. Investigation of relationships between AIMS shape properties and VST friction values. Rantoul, IL: Illinois Center for Transportation.
Masad, E. 2005. “Aggregate imaging system (AIMS): Basics and applications.” Accessed October 7, 2020. https://static.tti.tamu.edu/tti.tamu.edu/documents/5-1707-01-1.pdf.
Masad, E., and J. Button. 2000. “Unified imaging approach for measuring aggregate angularity and texture.” J. Comput. Aided Civ. Infrastruct. Eng. 15 (4): 273–280. https://doi.org/10.1111/0885-9507.00191.
Maynard, A. A., and D. E. Hill. 1994. “Impact of compost on vegetable yields.” BioCycle 35 (3): 66–67.
MDE (Maryland Department of the Environment). 2015. “Organics diversion and composting.” Accessed June 16, 2020. https://mde.maryland.gov/programs/LAND/RecyclingandOperationsprogram/Pages/composting.aspx.
MDOT (Maryland Department of Transportation). 2019. Standard specifications for construction and materials, 734. Baltimore: Maryland Dept. State Highway Administration.
Minasny, B., and A. B. McBratney. 2018. “Limited effect of organic matter on soil available water capacity.” Eur. J. Soil Sci. 69 (1): 39–47. https://doi.org/10.1111/ejss.12475.
Mualem, Y. 1976. “A new model for predicting the hydraulic conductivity of unsaturated porous media.” Water Resour. Res. 12 (3): 513–522. https://doi.org/10.1029/WR012i003p00513.
Mukhtar, S., M. McFarland, C. Gerngross, and F. Mazac. 2004. “Efficacy of using dairy manure compost as erosion control and revegetation material.” In Proc., American Society of Agricultural Engineers/Canadian Society of Agricultural Engineers Annual Int. Meeting. Ontario, Canada: American Society of Agricultural and Biological Engineers. https://doi.org/10.13031/2013.16786.
Olanrewaju, J. N., and T. Wong. 1994. Hydraulic conductivity, porosity, and particle size distribution of core samples of the upper glacial aquifer: Laboratory observations, 73–79. Stony Brook, NY: State Univ. of New York at Stony Brook.
Owen, D., A. P. Davis, and A. H. Aydilek. 2020. Understanding the effects of slope ratio, straw mulching and compost addition to topsoil to establish permanent vegetation and reduce nutrient runoff. Baltimore: Maryland Department of Transportation State Highway Administration, Office of Policy and Research.
Platt, B., B. Bell, and C. Harsh. 2013. Pay dirt: Composting in Maryland to reduce waste, create jobs and protect the Bay. Washington, DC: Institute for Local Self-Reliance.
Puppala, A. J., N. Banavathu, S. R. Qasim, R. Williammee, and N. Intharasombat. 2004. “Laboratory investigation to address the use of compost amendments to enhance expansive subsoils.” In Proc., Recycled Materials in Geotechnics, ASCE Civil Engineering Conf. and Exposition. Reston, VA: ASCE.
Puppala, A. J., S. P. Pokala, N. Intharasombat, and R. Williammee. 2007. “Effects of organic matter on physical, strength, and volume change properties of compost amended expansive clay.” J. Geotech. Geoenviron. Eng. 133 (11): 1449–1461. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:11(1449).
Ratliff, L. F., J. T. Ritchie, and D. K. Cassel. 1983. “Field-measured limits of soil water availability as related to laboratory-measured properties.” Soil Sci. Soc. Am. J. 47 (4): 770–775. https://doi.org/10.2136/sssaj1983.03615995004700040032x.
Ryoo, S. C., M. Umanzor, E. R. Forgione, A. P. Davis, A. H. Aydilek, and G. K. Felton. 2018. Using vegetated compost blankets to achieve highway runoff volume and pollutant reduction.. College Park, MD: Univ. of Maryland.
Schindler, U., G. von Unold, W. Durner, and L. Müller. 2010. “Evaporation method for measuring unsaturated hydraulic properties of soils: Extending the range.” Soil Sci. Soc. Am. J. 74 (4): 1071–1083. https://doi.org/10.2136/sssaj2008.0358.
Shinohara, K., M. Oida, and B. Golman. 2000. “Effect of particle shape on angle of internal friction by triaxial compression test.” Powder Technol. 107 (1–2): 131–136. https://doi.org/10.1016/S0032-5910(99)00179-5.
Shinomiya, Y., K. Takahashi, M. Kobiyama, and J. Kubota. 2001. “Evaluation of the tortuosity parameter for forest soils to predict unsaturated hydraulic conductivity.” J. For. Res. 6 (3): 221–225. https://doi.org/10.1007/BF02767097.
Siahdashti, M. J., J. Côté, and P. Sirois. 2015. “Effect of grain size distribution on the hydraulic properties of unsaturated granite sand.” In Proc., 15th Pan-American Conf. on Soil Mechanics and Geotechnical Engineering, edited by D. Manzanal and A. O. Sfriso. Amsterdam, Netherlands: IOS Press. https://doi.org/10.3233/978-1-61499-603-3-2180.
Sullivan, D. 2018. Interpreting compost analyses. Corvallis, OR: Oregon State Univ.
Tokunaga, T. K. 2009. “Hydraulic properties of adsorbed water films in unsaturated porous media.” Water Resour. Res. 45 (6): W06415. https://doi.org/10.1029/2009WR007734.
USEPA. 2012. “Stormwater best management practice: Compost blankets.” Accessed June 16, 2020. https://www3.epa.gov/npdes/pubs/compostblankets.pdf.
USEPA. 2019a. “National overview: Facts and figures on materials, wastes and recycling, facts and figures about materials, waste and recycling.” Accessed June 16, 2020. https://www.epa.gov/facts-and-figures-about-materials-waste-and-recycling.
USEPA. 2019b, “Versions of the waste reduction model.” Accessed June 16, 2020. https://www.epa.gov/warm/versions-waste-reduction-model-warm.
van Genuchten, M. T. 1980. “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Sci. Soc. Am. J. 44 (5): 892–898. https://doi.org/10.2136/sssaj1980.03615995004400050002x.
Veeresh, H., S. Tripathy, D. Chaudhuri, B. C. Ghosh, B. R. Hart, and M. A. Powell. 2003. “Change in physical and chemical properties of three soil types in India as a result of amendment with fly ash and sewage sludge.” Environ. Geol. 43 (5): 513–520. https://doi.org/10.1007/s00254-002-0656-2.
Vereecken, H., M. Weynants, M. Javaux, Y. Pachepsky, M. G. Schaap, and M. T. van Genuchten. 2010. “Using pedotransfer functions to estimate the van Genuchten–Mualem soil hydraulic properties: A review.” Vadose Zone J. 9 (4): 795–820. https://doi.org/10.2136/vzj2010.0045.
Zhang, Z. F., A. L. Ward, and G. W. Gee. 2003. “A tensorial connectivity-tortuosity concept to describe the unsaturated hydraulic properties of anisotropic soils.” Vadose Zone J. 2 (3): 313–321. https://doi.org/10.2113/2.3.313.
Zibilske, L., W. M. Claphamm, and R. V. Rourke. 2000. “Multiple applications of paper mill sludge in an agricultural system: Soil effects.” J. Environ. Qual. 29 (6): 1975–1981. https://doi.org/10.2134/jeq2000.00472425002900060034x.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 8August 2021

History

Received: Jun 17, 2020
Accepted: Dec 14, 2020
Published online: May 25, 2021
Published in print: Aug 1, 2021
Discussion open until: Oct 25, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

A. Okan Duzgun
Geotechnical Engineer, Schnabel Engineering, Inc., Baltimore, MD 21207.
Mustafa Hatipoglu, M.ASCE
Assistant Professor, Dept. of Civil Engineering, Istanbul Technical Univ., Istanbul 34469, Turkey.
Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, 1163 Glenn Martin Hall, College Park, MD 20742 (corresponding author). ORCID: https://orcid.org/0000-0003-1106-3368. 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.

Cited by

  • Hydrologic Performance of Vegetated Compost Blankets for Highway Stormwater Management, Journal of Sustainable Water in the Built Environment, 10.1061/JSWBAY.SWENG-537, 10, 3, (2024).
  • Understanding Nitrogen and Phosphorus Leaching from Compost Addition to Bioretention Media, Journal of Sustainable Water in the Built Environment, 10.1061/JSWBAY.SWENG-472, 9, 2, (2023).
  • Hydrologic and water quality modelling of bioretention columns in cold regions, Hydrological Processes, 10.1002/hyp.14871, 37, 4, (2023).
  • Effects of Straw Mulching, Compost Percentage, and Slope Ratio on Green Vegetation Establishment and Runoff Quality Control, Journal of Irrigation and Drainage Engineering, 10.1061/(ASCE)IR.1943-4774.0001641, 148, 1, (2022).
  • Compost for Permanent Vegetation Establishment and Erosion Control along Highway Embankments, Journal of Irrigation and Drainage Engineering, 10.1061/(ASCE)IR.1943-4774.0001587, 147, 8, (2021).

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