Scale Effects of Shallow Foundation Bearing Capacity on Granular Material von Cerato, Amy B, Lutenegger, Alan J

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Response to the discussion submitted by Alan J. Lutenegger of our paper entitled “CPT-based design method for helical piles in sand” von Bittar, Eduardo, Lehane, Barry M., Blake, Anthony, Richards, David, White, David, Mahdavi, Sam, Cerfontaine, Benjamin

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Determining Intrinsic Compressibility of Fine-Grained Soils von Cerato, Amy B, Lutenegger, Alan J

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Closure to “Influence of Sample Disturbance on Estimated Side Resistance of Driven Piles in Cohesive Soils” by Steven R. Saye, Alan J. Lutenegger, Dan A. Brown, and Bryan P. Kumm von Saye, Steven R, Lutenegger, Alan J, Brown, Dan A, Kumm, Bryan P

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Discussion of “Influence of Sample Disturbance on Estimated Side Resistance of Driven Piles in Cohesive Soils” by Steven R. Saye, Alan J. Lutenegger, Dan A. Brown, and Bryan P. Kumm von Mesri, G, Kane, T

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Discussion of “Ultimate Uplift Capacity of Multiplate Helical Type Anchors in Clay” by R. S. Merifield von Lutenegger, Alan J

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Discussion of “Assessing Overconsolidation Ratios in Soil with Piezocone: Referencing Soil Index Properties” by Steven R. Saye, Alan J. Lutenegger, Jorge Santos, and Bryan P. Kumm von Mayne, Paul W

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Closure to “Assessing Overconsolidation Ratios in Soil with Piezocone: Referencing Soil Index Properties” by Steven R. Saye, Alan J. Lutenegger, Jorge Santos, and Bryan P. Kumm von Saye, Steven R, Lutenegger, Alan

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Estimating overconsolidation ratio (OCR) in structured and unstructured cohesive soil with field vane tests referencing soil index properties von Saye, Steven R, Kumm, Bryan P, Lutenegger, Alan J

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Case history examples of estimating OCR in structured and structured organic cohesive soil with field vane tests using the SHANSEP-based method von Saye, Steven R, Kumm, Bryan P, Lutenegger, Alan J

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Discussion of "Bearing Capacity of Shallow Foundations on Noncohesive Soils" by Alan J. Lutenegger and Michael Adams von Lutenegger, Alan J, Adams, Michael

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Estimating the overconsolidation ratio in uniform cohesive soil with cone penetrometer tests considering soil structure and index properties von Saye, Steven R, Kumm, Bryan P, Lutenegger, Alan J

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Specimen Size and Scale Effects of Direct Shear Box Tests of Sands von Cerato, AB, Lutenegger, AJ

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Discussion of “CPT-based design method for helical piles in sand” von Lutenegger, Alan J.

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Determination of Surface Area of Fine-Grained Soils by the Ethylene Glycol Monoethyl Ether (EGME) Method von Cerato, AB, Lutenegger, AJ

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Influence of Sample Disturbance on Estimated Side Resistance of Driven Piles in Cohesive Soils von Saye, Steven R, Lutenegger, Alan J, Brown, Dan A, Kumm, Bryan P

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Assessing Overconsolidation Ratios in Soil with Piezocone: Referencing Soil Index Properties von Saye, Steven R, Lutenegger, Alan J, Santos, Jorge, Kumm, Bryan P

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Assessing Adhesion of Driven Pipe Piles in Clay Using Adaptation of Stress History and Normalized Soil Engineering Parameter Concept von Saye, Steven R, Brown, Dan A, Lutenegger, Alan J

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Discussion of "Influence of Hammer Type on SPT Results" by Elliott E. Drumright, Charles W. Pfingsten, and Robert G. Lukas von Lutenegger, Alan J, Kelley, Shawn P

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Closure to "Discussion on 'Characteristics of a Bentonite Slurry as a Sealant' by Don J. DeGroot and Alan J. Lutenegger" by Tuncer B. Edil and Ahmed S. H. Muhanna von Edil, TB, Muhanna, SH

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