Probabilistic Models for Residual and Peak Transient Tilt of Mat-Founded Structures on Liquefiable Soils-Reference-Cited by-同舟云学术

Probabilistic Models for Residual and Peak Transient Tilt of Mat-Founded Structures on Liquefiable Soils

Published:2019-02 Issue:2 Volume:145 Page:04018108
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Bullock Zach¹,Dashti Shideh²,Karimi Zana³,Liel Abbie⁴,Porter Keith⁵,Franke Kevin⁶

Affiliation:

1. Ph.D. Student, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado Boulder, 1111 Engineering Dr. ECOT 441, Boulder, CO 80309.

2. Associate Professor, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado Boulder, 1111 Engineering Dr. ECOT 514, Boulder, CO 80309 (corresponding author).

3. Geotechnical Engineer, AECOM, 6200 South Quebec St., Greenwood Village, CO 80111.

4. Associate Professor, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado Boulder, 1111 Engineering Dr. ECOT 517, Boulder, CO 80309.

5. Research Professor, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado Boulder, 1111 Engineering Dr. ECOT 441, Boulder, CO 80309.

6. Associate Professor, Dept. of Civil and Environmental Engineering, Brigham Young Univ., 368P Clyde Bldg., Provo, UT 84602.

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.1943-5606.0002002

Reference53 articles.

1. Subsidence of Building Foundation Resting Upon Liquefied Subsoil: Case Studies and Assessment

2. Deformation mechanisms under shallow foundations on liquefiable layers of varying thickness;Adamidis O.;Géotechnique,2018

3. A survey of cross-validation procedures for model selection

4. Influence of bearing pressure on liquefaction-induced settlement of shallow foundations

5. Beyzaei C. Z. 2017. “Fine-grained soil liquefaction effects in Christchurch New Zealand.” Ph.D. dissertation Dept. of Civil and Environmental Engineering Univ. of California.

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