Discussions and Closures
Jul 29, 2021

Closure to “Load–Settlement Response and Bearing Capacity of a Surface Footing Located over a Conduit Buried within a Soil Slope” by M. U. A. Khan and S. K. Shukla

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Publication: International Journal of Geomechanics
Volume 21, Issue 10

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References

Allouche, E. N., S. T. Ariaratnam, and J. S. Lueke. 2000. “Horizontal directional drilling: Profile of an emerging industry.” J. Constr. Eng. Manage. 126 (1): 68–76. https://doi.org/10.1061/(ASCE)0733-9364(2000)126:1(68).
Clayton, C. R. I. 2011. “Stiffness at small strain: Research and practice.” Géotechnique 61 (1): 5–37. https://doi.org/10.1680/geot.2011.61.1.5.
Holubec, I., and E. D’appolonia. 1973. “Effect of particle shape on the engineering properties of granular soils.” In Evaluation of relative density and its role in geotechnical projects involving cohesionless soils, edited by E. Selig and R. Ladd, 304–318. West Conshohocken, PA: ASTM.
Oztoprak, S., and M. D. Bolton. 2013. “Stiffness of sands through a laboratory test database.” Géotechnique 63 (1): 54–70. https://doi.org/10.1680/geot.10.P.078.
Patrick, S. 2005. Practical guide to polyvinyl chloride. Shawbury, UK: Rapra Technology.
Srivastava, A., C. R. Goyal, and A. Raghuvanshi. 2013. “Load settlement response of footing placed over buried flexible pipe through a model plate load test.” Int. J. Geomech. 13 (4): 477–481. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000228.
Shu, B., and B. Ma. 2015. “Study of ground collapse induced by large-diameter horizontal directional drilling in a sand layer using numerical modeling.” Can. Geotech. J. 52 (10): 1562–1574. https://doi.org/10.1139/cgj-2014-0388.
Titow, W. V. 1990. PVC plastics: Properties, processing, and applications. New York: Elsevier.
Willoughby, D. 2005. Horizontal directional drilling: Utility and pipeline applications. New York: McGraw-Hill.
Yan, X., S. T. Ariaratnam, S. Dong, and C. Zeng. 2018. “Horizontal directional drilling: State-of-the-art review of theory and applications.” Tunnelling Underground Space Technol. 72: 162–173. https://doi.org/10.1016/j.tust.2017.10.005.
Youd, T. L. 1973. “Factors controlling maximum and minimum densities of sands.” In Evaluation of relative density and its role in geotechnical projects involving cohesionless soils, edited by E. Selig and R. Ladd, 98–112. West Conshohocken, PA: ASTM.
Zheng, J., and R. D. Hryciw. 2016. “Index void ratios of sands from their intrinsic properties.” J. Geotech. Geoenviron. Eng. 142 (12): 06016019. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001575.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 21Issue 10October 2021

History

Received: Feb 12, 2021
Accepted: Jun 3, 2021
Published online: Jul 29, 2021
Published in print: Oct 1, 2021
Discussion open until: Dec 29, 2021

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Research Candidate, Discipline of Civil and Environmental Engineering, School of Engineering, Edith Cowan Univ., Perth, WA 6027, Australia; Lecturer, Dept. of Civil Engineering, Mirpur Univ. of Science and Technology, Mirpur, Azad Kashmir 10250, Pakistan (corresponding author). ORCID: https://orcid.org/0000-0002-3077-2875. Email: [email protected]; [email protected]
Founding Research Group Leader, Geotechnical and Geoenvironmental Engineering Research Group, School of Engineering, Edith Cowan Univ., Joondalup, Perth, WA 6027, Australia; Adjunct Professor, Dept. of Civil Engineering, Delhi Technological Univ., Delhi 110042, India. ORCID: https://orcid.org/0000-0002-4685-5560. Email: [email protected]; [email protected]

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