Development of the Virtual Load Method by Applying the Inverse Theory for the Analysis of Geosynthetic-Reinforced Pavement on Expansive Soils

Debojit Sarker; Jay X. Wang; Md Adnan Khan

doi:10.1061/9780784482124.034

Development of the Virtual Load Method by Applying the Inverse Theory for the Analysis of Geosynthetic-Reinforced Pavement on Expansive Soils

Debojit Sarker
, Jay X. Wang
, Md Adnan Khan

Civil Engineering

Louisiana Tech University
Shannon and Wilson Inc.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Original language	English
Title of host publication	Geotechnical Special Publication
Editors	Christopher L. Meehan, Sanjeev Kumar, Miguel A. Pando, Joseph T. Coe
Publisher	American Society of Civil Engineers (ASCE)
Pages	326-339
Number of pages	14
Edition	GSP 310
ISBN (Electronic)	9780784482124
ISBN (Print)	9780784482124
DOIs	https://doi.org/10.1061/9780784482124.034
State	Published - 2019
Event	8th International Conference on Case Histories in Geotechnical Engineering: Geotechnical Materials, Modeling, and Testing, Geo-Congress 2019 - Philadelphia, United States Duration: Mar 24 2019 → Mar 27 2019

Publication series

Series	Geotechnical Special Publication
Number	GSP 310
Volume	2019-March
ISSN	0895-0563

Conference

Conference	8th International Conference on Case Histories in Geotechnical Engineering: Geotechnical Materials, Modeling, and Testing, Geo-Congress 2019
Country/Territory	United States
City	Philadelphia
Period	3/24/19 → 3/27/19

ASJC Scopus Subject Areas

Civil and Structural Engineering
Architecture
Building and Construction
Geotechnical Engineering and Engineering Geology

Access to Document

10.1061/9780784482124.034

Cite this

Sarker, D., Wang, J. X., & Khan, M. A. (2019). Development of the Virtual Load Method by Applying the Inverse Theory for the Analysis of Geosynthetic-Reinforced Pavement on Expansive Soils. In C. L. Meehan, S. Kumar, M. A. Pando, & J. T. Coe (Eds.), Geotechnical Special Publication (GSP 310 ed., pp. 326-339). American Society of Civil Engineers (ASCE). https://doi.org/10.1061/9780784482124.034

Development of the Virtual Load Method by Applying the Inverse Theory for the Analysis of Geosynthetic-Reinforced Pavement on Expansive Soils. / Sarker, Debojit; Wang, Jay X.; Khan, Md Adnan.
Geotechnical Special Publication. ed. / Christopher L. Meehan; Sanjeev Kumar; Miguel A. Pando; Joseph T. Coe. GSP 310. ed. American Society of Civil Engineers (ASCE), 2019. p. 326-339 (Geotechnical Special Publication; No. GSP 310, Vol. 2019-March).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Sarker, D, Wang, JX & Khan, MA 2019, Development of the Virtual Load Method by Applying the Inverse Theory for the Analysis of Geosynthetic-Reinforced Pavement on Expansive Soils. in CL Meehan, S Kumar, MA Pando & JT Coe (eds), Geotechnical Special Publication. GSP 310 edn, American Society of Civil Engineers (ASCE), Geotechnical Special Publication, no. GSP 310, vol. 2019-March, pp. 326-339, 8th International Conference on Case Histories in Geotechnical Engineering: Geotechnical Materials, Modeling, and Testing, Geo-Congress 2019, Philadelphia, United States, 3/24/19. https://doi.org/10.1061/9780784482124.034

Sarker D, Wang JX, Khan MA. Development of the Virtual Load Method by Applying the Inverse Theory for the Analysis of Geosynthetic-Reinforced Pavement on Expansive Soils. In Meehan CL, Kumar S, Pando MA, Coe JT, editors, Geotechnical Special Publication. GSP 310 ed. American Society of Civil Engineers (ASCE). 2019. p. 326-339. (Geotechnical Special Publication; No. GSP 310, Vol. 2019-March). doi: 10.1061/9780784482124.034

Sarker, Debojit ; Wang, Jay X. ; Khan, Md Adnan. / Development of the Virtual Load Method by Applying the Inverse Theory for the Analysis of Geosynthetic-Reinforced Pavement on Expansive Soils. Geotechnical Special Publication. editor / Christopher L. Meehan ; Sanjeev Kumar ; Miguel A. Pando ; Joseph T. Coe. GSP 310. ed. American Society of Civil Engineers (ASCE), 2019. pp. 326-339 (Geotechnical Special Publication; No. GSP 310, Vol. 2019-March).

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Development of the Virtual Load Method by Applying the Inverse Theory for the Analysis of Geosynthetic-Reinforced Pavement on Expansive Soils

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