Assessing Overconsolidation Ratios in Soil with Piezocone: Referencing Soil Index Properties-Reference-Cited by-同舟云学术

Assessing Overconsolidation Ratios in Soil with Piezocone: Referencing Soil Index Properties

Published:2013-07 Issue:7 Volume:139 Page:1075-1085
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Saye Steven R.¹,Lutenegger Alan J.²,Santos Jorge³,Kumm Bryan P.⁴

Affiliation:

1. Senior Geotechnical Engineer, Kiewit Engineering Co., Kiewit Plaza, 3555 Farnam St., Omaha, NE 68131 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts at Amherst, Amherst, MA 01003-5205.

3. Designer, Kiewit Engineering Co., Kiewit Plaza, 3555 Farnam St., Omaha, NE 68131.

4. Staff Engineer, HDR Engineering, Inc., 8404 Indian Hills Dr., Omaha, NE 68114.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000841

Reference23 articles.

1. Use of the piezocone test to predict the axial capacity of driven and jacked piles in clay

2. Static plate loading tests on overconsolidated clay;Andersen K. H.;J. Geotech. Eng. Div.,1982

3. Been K. Crooks J. H. A. and Jefferies M. G. (1989). “Interpretation of material state from the CPT in sands and clays.” Penetration testing in the U.K. Thomas Telford London 215–218.

4. Benak J. V. (1967). “Engineering properties of the late Pleistocene loess in the Omaha-Council Bluffs area.” Ph.D. thesis Univ. of Illinois at Urbana Champaign-Urbana IL.

5. Campanella R. G. Howie J. A. Sully J. P. and Robertson P. K. (1990). “Evaluation of cone pressuremeter test in soft cohesive soils.” Pressuremeters Thomas Telford London 125–140.

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