Chapter
Mar 21, 2019
Eighth International Conference on Case Histories in Geotechnical Engineering

Using Soil-Moisture Active Passive Satellite Data to Evaluate the Performance of Transportation Infrastructure Foundations—A Feasibility Study

Publication: Geo-Congress 2019: Geotechnical Materials, Modeling, and Testing (GSP 310)

ABSTRACT

NASA’s soil moisture active passive (SMAP) satellite measures the near-surface soil moisture (0–5 cm depth) everywhere on Earth’s surface. It produces global soil moisture maps [in m3/m3] at the 9 km spatial and 24-hour temporal resolution. SMAP launched in January 2015 and has been collecting observations for a three-year period (2015–2018), with a 2–3 day temporal resolution. SMAP’s global soil moisture maps can be used to improve weather forecasts, increase our understanding of the water and carbon cycle, monitor droughts, and predict timing and location of floods. The radar observations could be superimposed on a map of transportation infrastructures to evaluate their performance under excessive water intrusion. This study included a analysis to evaluate the moisture-induced performance of transportation infrastructure foundations and pavement layers. The SMAP data were extracted within the study area before and during a major weather event. Other remote sensing products that monitor precipitation and groundwater changes were also employed to determine the level of infrastructure inundation. The results of this evaluation process suggest the feasibility of using SMAP data to investigate the performance of transportation infrastructure foundation layers under inundated conditions.

Get full access to this article

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

ACKNOWLEDGMENT

This study was partially funded by NASA Data Intensive Research and Education Center for STEM (DIRECT-STEM). The contents of this report solely reflect the views of the authors.

REFERENCES

Cary, C. E., and Zapata, C. E. (2010). “Enhanced Model for Resilient Response of Soils Resulting from Seasonal Changes as Implemented in Mechanistic-Empirical Pavement Design Guide.” Trans. Res. Rec., TRB, 2170, 36-44.
Entekhabi, D., Yueh, S., O’Neill, P. E., Kellogg, K. H., Allen, A., Bindlish, R., ... & Das, N. (2014), SMAP handbook—Soil Moisture Active Passive: Mapping Soil Moisture and Freeze/Thaw From Space, Jet Propulsion Lab., California Inst. Technol., Pasadena, CA.
IPCC, Climate Change 2007: The Physical Science Basis, Contribution of Working Group I to the Fourth Assessment Report of the Intergovernmental Panel on Climate Change, S. Solomon et al., Eds. (Cambridge Univ. Press, Cambridge, 2007).
Kerr, Y. H., Waldteufel, P., Wigneron, J. P., Delwart, S., Cabot, F., Boutin, J., ... & Juglea, S. E. (2010), The SMOS Mission: New tool for monitoring key elements of the global water cycle, Proc. IEEE, 98(5), 666–687.
Khoury, N. N., and Zaman, M. M. (2004). “Correlation between Resilient Modulus, Moisture Variation, and Soil Suction for Subgrade Soils.” Trans. Res. Rec., TRB, 1874, 99-107.
Lucey, J., Reager, J., Lopez, S. R. (2017), Towards a better understanding of flood generation and surface water inundation mechanisms using NASA remote sensing data products, AGU Fall Meeting, New Orleans, LA.
Mazari, M., Navarro, E., Garibay, J., Abdallah, I., and Nazarian, S. (2013). “Correlating the Resilient Modulus and Seismic Modulus of Subgrade Materials Incorporating Moisture and Density Variations.” ASCE Airfield and Highway Pavement 2013: Sustainable and Efficient Pavements, 1328-1335.
Mazari, M., Navarro, E., Abdallah, I. and Nazarian, S. (2014). “Comparison of Numerical and Experimental Responses of Pavement Systems Using Various Resilient Modulus Models.” Soils and Foundations, 54(1), 36–44.
Mazari, M, Garibay, J., Abdallah, I., and Nazarian, S. “Effects of Moisture Variation on Resilient and Seismic Moduli of Unbound Fine-Grained Materials.” In Airfield and Highway Pavements 2015, pp. 885-895. 2015.
Mitchell, K. E., Lohmann, D., Houser, P. R., Wood, E. F., Schaake, J. C., Robock, A., ... & Higgins, R. W. (2004). The multi-institution North American Land Data Assimilation System (NLDAS): Utilizing multiple GCIP products and partners in a continental distributed hydrological modeling system. Journal of Geophysical Research: Atmospheres, 109(D7).
Mohammad, L. N., Titi, H. H., and Herath, A. (2002). “Effect of Moisture Content and Dry Unit Weight on The Resilient Modulus of Subgrade Soils Predicted by Cone Penetration Test.” Report No. FHWA/LA-02/355, Louisiana State University, Baton Rouge, LA.
Nazarian, S., Yuan, D. & Tandon, V. (1999). “Structural field testing of flexible pavement layers with seismic methods for quality control.” Trans. Res. Rec., TRB, 1654, 50–60.
Nazarian, S., Mazari, M., Abdallah, I. N., Puppala, A. J., Mohammad, L. N., & Abu-Farsakh, M. Y. (2015). Modulus-based construction specification for compaction of earthwork and unbound aggregate. Transportation Research Board.
Oh, J. H. and Fernando, E. G. (2011). “Development of Correction Factors between Lab and Field Modulus,” Report No. BDL76-1, Texas Transportation Institute, College Station, TX.
Ooi, P. S., Archilla, A. R., and Sandefur, K. G. (2004). “Resilient modulus models for compacted cohesive soils.” Trans. Res. Rec., TRB, 1874(1), 115-124.
Pacheco, L. G., and Nazarian, S. (2011). “Impact of Moisture Content and Density on Stiffness-Based Acceptance of Geomaterials.” Trans. Res. Rec., TRB, 2212, 1-13.
Reichle, R., G. De Lannoy, R. D. Koster, W. T. Crow, J. S. Kimball, and Q. Liu. (2018). “SMAP L4 Global 3-hourly 9 km EASE-Grid Surface and Root Zone Soil Moisture Analysis Update, Version 4,” NASA National Snow and Ice Data Center Distributed Active Archive Center, Boulder, Colorado USA.
Richter, C. (2006), “Seasonal Variations in the Moduli of Unbound Pavement Layers.” Publication No. FHWA-HRT-04-079, Turner-Fairbanks Highway Research Center, McLean, VA.
Schowengerdt, R. A. (2006). Remote sensing: models and methods for image processing. Elsevier.
Siekmeier, J. A. (2011). “Unsaturated Soil Mechanics Implementation during Pavement Construction Quality Assurance.” Proceedings of 59thAnnual Geotechnical Engineering Conference, St. Paul, MN.
Sotelo, M. J., Mazari, M., Garibay, J., & Nazarian, S. (2014). “Variability of moisture content measurement devices on subgrade soils.” In Geo-Congress 2014: Geo-characterization and Modeling for Sustainability(pp. 1425-1432).
Witczak, M. W. (2004). “Laboratory Determination of Resilient Modulus for Flexible Pavement Design.” Project 1-28A Research Results Digest Number 285, Transportation Research Board, National Research Council, Washington, D.C.
Zhang, Z., Wu, Z., Martinez, M., & Gaspard, K. (2008). “Pavement structures damage caused by Hurricane Katrina flooding.” Journal of geotechnical and geoenvironmental engineering, 134(5), 633-643.

Information & Authors

Information

Published In

Go to Geo-Congress 2019
Geo-Congress 2019: Geotechnical Materials, Modeling, and Testing (GSP 310)
Pages: 278 - 286
Editors: Christopher L. Meehan, Ph.D., University of Delaware, Sanjeev Kumar, Ph.D., Southern Illinois University Carbondale, Miguel A. Pando, Ph.D., University of North Carolina Charlotte, and Joseph T. Coe, Ph.D., Temple University
ISBN (Online): 978-0-7844-8212-4

History

Published online: Mar 21, 2019

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Simon Packman [email protected]
California State Univ. Los Angeles, Dept. of Civil Engineering and NASA Data Intensive Research and Education Center for STEM, 5151 University Dr., Los Angeles, CA 90032. E-mail: [email protected]
Sonya Lopez, Ph.D. [email protected]
California State Univ. Los Angeles, Dept. of Civil Engineering and NASA Data Intensive Research and Education Center for STEM, 5151 University Dr., Los Angeles, CA 90032. E-mail: [email protected]
Aria Fathi, S.M.ASCE [email protected]
Center for Transportation Infrastructure Systems (CTIS), Univ. of Texas at El Paso, 500 W. University Ave., El Paso, TX 79968. E-mail: [email protected]
Mehran Mazari, Ph.D., A.M.ASCE [email protected]
California State Univ. Los Angeles, Dept. of Civil Engineering, 5151 University Dr., Los Angeles, CA 90032. 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.

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
$172.00
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
$172.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share