Dynamic In Situ Nonlinear Inelastic Response of a Deep Medium Dense Sand Deposit-Reference-Cited by-同舟云学术

Dynamic In Situ Nonlinear Inelastic Response of a Deep Medium Dense Sand Deposit

Published:2021-06 Issue:6 Volume:147 Page:04021039
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Jana Amalesh¹^ORCID,Stuedlein Armin W.²^ORCID

Affiliation:

1. Graduate Research Assistant, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331. ORCID:

2. Professor, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331 (corresponding author). ORCID: .

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.1943-5606.0002523

Reference95 articles.

1. Pore Pressure and Kσ Evaluation at High Overburden Pressure under Field Drainage Conditions. II: Additional Interpretation

2. Experimental investigation of drainage during earthquake-induced liquefaction

3. Blast-induced liquefaction in silty sands for full-scale testing of ground improvement methods: Insights from a multidisciplinary study

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

5. Ashford, S. A., K. M. Rollins, and J. I. Baez. 2000a. “Comparison of deep foundation performance in improved and non-improved ground using blast-induced liquefaction.” In Soil dynamics and liquefaction, 20–34. Reston, VA: ASCE.

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