Centrifuge Modeling of the Seismic Performance of Pile-Reinforced Slopes-Reference-Cited by-同舟云学术

Centrifuge Modeling of the Seismic Performance of Pile-Reinforced Slopes

Published:2014-06 Issue:6 Volume:140 Page:04014014
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Al-Defae A. H.¹,Knappett J. A.²

Affiliation:

1. Ph.D. Student, Univ. of Dundee, Nethergate, Dundee DD1 4HN, U.K.; and Lecturer, Wasit Univ., Wasit, Iraq.

2. Senior Lecturer, Division of Civil Engineering, Univ. of Dundee, Nethergate, Dundee DD1 4HN, U.K. (corresponding author).

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.1943-5606.0001105

Reference16 articles.

1. Al-Defae A. H. (2013). “Improving the seismic performance of slopes using discrete piling.” Ph.D. thesis Univ. of Dundee Dundee U.K.

2. Aftershocks and the whole-life seismic performance of granular slopes

3. Bertalot D. (2012). “Behavior of shallow foundations on layered soil deposits containing loose saturated sands during earthquakes.” Ph.D. thesis Univ. of Dundee Dundee U.K.

4. Bertalot D. Brennan A. J. Knappett J. A. Muir Wood D. and Villalobos F. A. (2012). “Use of centrifuge modeling to improve lessons learned from earthquake case histories.” Proc. 2nd European Conf. on Physical Modelling in Geotechnics (Eurofuge 2012) Delft Univ. Delft Netherlands.

5. Selection of load–transfer functions for passive lateral loading of pile groups

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