Densification of Granular Soils Using Conventional and Drained Timber Displacement Piles-Reference-Cited by-同舟云学术

Densification of Granular Soils Using Conventional and Drained Timber Displacement Piles

Published:2016-12 Issue:12 Volume:142 Page:04016075
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Stuedlein Armin W.¹,Gianella Tygh N.²,Canivan Greg³

Affiliation:

1. Associate Professor, Oregon State Univ., Corvallis, OR 97331 (corresponding author).

2. Staff Engineer, GeoEngineers, 1200 NW Naito Parkway, Suite 180, Portland, OR 97209.

3. Senior Geotechnical Engineer, S&ME, 620 Wando Park Blvd., Mt. Pleasant, SC 29464.

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.1943-5606.0001554

Reference47 articles.

1. Andrus R. D. et al. (2008). “Characterizing the liquefaction resistance of aged soils: Summary of selected first year findings.” Proc. NSF Engineering Research and Innovation Conf National Science Foundation (NSF) Washington DC.

2. Correcting Liquefaction Resistance for Aged Sands Using Measured to Estimated Velocity Ratio

3. Baez J. I. (1995). “A design model for the reduction of soil liquefaction by vibro-stone columns.” Ph.D. thesis Univ. of Southern California Los Angeles.

4. Boulanger R. W. and Idriss I. M. (2014). “CPT and SPT based liquefaction triggering procedures.” Rep. UCD/CGM-14/01 Dept. of Civil and Environmental Engineering Univ. of California Davis CA.

5. Boulanger R. W. Idriss I. M. Stewart D. Hasbash Y. and Schmidt B. (1998). “Drainage capacity of stone columns or gravel drains for mitigating liquefaction.” ASCE Reston VA.

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