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Geotechnical and Geological Engineering

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01.10.2013 | Discussion

Discussion of the Paper: A State-of-the-Art Review of Stone/Sand-Column Reinforced Clay Systems by Shadi S. Najjar

April 2013, Vol. 31, No. 2, pp. 355–386, doi:10.1007/s10706-012-9603-5

verfasst von: Armin W. Stuedlein, Robert D. Holtz

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 5/2013

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The author has prepared a comprehensive review of the use of stone columns, or aggregate piers, for the improvement of soft, compressible clayey soils, which should prove convenient to practitioners or researchers beginning to study this ground improvement alternative. We note that although the author made rather extensive use of some of our research, the work was not referenced properly. This discussion therefore is to correct the record so that interested readers may easily find recent relevant work in the literature. Additionally, we wish to point to work that was not yet published and therefore unavailable to the author at the time of the manuscript submission, as well as other work that may have been overlooked by the author. …

Vorheriger Artikel Some Effects of Shearing Velocity on the Shear Stress-Deformation Behaviour of Hard–Soft Artificial Material Interfaces

Nächster Artikel TBM Tunnelling in Hydrogen Sulfide Gas Bearing Ground and its Solutions

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Aboshi H, Ichimoto E, Enoki M, Harada K (1979) The composer: a method to improve characteristics of soft clays by inclusion of large diameter sand columns, Proceedings, Reinforced Earth and Other Techniques, Vol. I, Paris, France

Barksdale RD, Bachus RC (1983) Design and construction of stone columns, Report No. FHWA/RD 83/026, Federal Highway Administration, Vol. 1

Brauns J (1978) Initial bearing capacity of stone columns and sand piles, soil reinforcing and stabilizing techniques in engineering practice, Sydney, Vol. I, p 497–512

HiTec (2007) Evaluation of geopier rammed aggregate piers, final report, highway innovation technology evaluation center. ASCE, Reston, VA, 86 pp

Hughes JMO, Withers NJ (1974) Reinforcing of soft cohesive soils with stone columns. Ground Eng 7(3):42–49

Mitchell JK (1981) Soil improvement–State-of-the-Art Report, Session 12, Proceedings of the tenth international conference on soil mechanics and foundation engineering, Stockholm, Vol. 4, p 506–565

Stuedlein AW (2010) Discussion of performance monitoring of a rammed aggregate pier foundation supporting a mechanically stabilized earth wall. Journal of Performance of Constructed Facilities, ASCE 24(3):289–292CrossRef

Stuedlein AW, Holtz RD (2012) Analysis of footing load tests on aggregate pier reinforced clay. Journal of Geotechnical and Geo environmental Engineering, ASCE 138(9):1091–1103CrossRef

Stuedlein AW, Holtz RD (2013a) Bearing capacity of spread footings on aggregate pier reinforced clay, Journal of Geotechnical and Geo environmental Engineering, ASCE, Vol. 139, No. 1, p 49–58; Click here to access: 10.1061/(ASCE)GT.1943-5606.0000748

Stuedlein AW, Holtz RD (2013b), In Press Displacement of spread footings on aggregate pier reinforced clay, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. TBD, No. TBD, p. TBD, Click here to access: 10.1061/(ASCE)GT.1943-5606.0000982

Thompson MJ, Wissmann KJ, Pham HTV (2009) Performance monitoring of a rammed aggregate pier foundation supporting a mechanically stabilized earth wall. Journal of the Performance of Constructed Facilities, ASCE 23(4):244–250CrossRef

Vautrain J (1977) Reinforced earth wall on stone columns in soil, Proc., International Symposium on Soft Clay, Asian Institute of Technology, Bangkok, p 188–194

Titel: Discussion of the Paper: A State-of-the-Art Review of Stone/Sand-Column Reinforced Clay Systems by Shadi S. Najjar
April 2013, Vol. 31, No. 2, pp. 355–386, doi:10.1007/s10706-012-9603-5
verfasst von: Armin W. Stuedlein
Robert D. Holtz
Publikationsdatum: 01.10.2013
Verlag: Springer Netherlands
Erschienen in: Geotechnical and Geological Engineering / Ausgabe 5/2013
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI: https://doi.org/10.1007/s10706-013-9681-z

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