Cookies Policy
X
Cookie Policy
Thomas Telford websites make use of cookies so as to keep track of data that you have filled in. I am Happy with this Find out more

Imaging the failure of a rock-fill dam following liquefaction

  • This article is available for purchase

  • Authors: Charles M. Heron 1 ; Aaron Lam 2 ; Stuart K. Haigh 3 ; Gopal S. P. Madabhushi 4
  • + View affiliations- Hide affiliations
  • Affiliations: 1: PhD Research Student, Department of Engineering, University of Cambridge, Cambridge, UK ; 2: Formerly Department of Engineering, University of Cambridge, Cambridge, UK ; 3: Lecturer, Department of Engineering, University of Cambridge, Cambridge, UK ; 4: Reader in Geotechnical Engineering, Department of Engineering, University of Cambridge, Cambridge, UK
  • Source: Dams and Reservoirs, Volume 23, Issue 1, 01 March 2013 , pages 15 –24
    • C Wu ,C Ni ,H Ko. (2010) Seismic response of an earth dam: finite element coupling analysis and validation from centrifuge tests.. Journal of Rock Mechanics and Geotechnical Engineering, 56 - 70
    • R Mohamad. (1986) Liquefaction susceptibility of earth dams.. Proceedings of Preparedness for Earthquake Hazard in Southeast Asia, Jakarta, Indonesia
    • K Adalier ,A-W Elgamal ,GR Martin. (1998) foundation liquefaction countermeasures for earth embankments.. Journal of Geotechnical and Geoenvironmental Engineering, 500 - 517
    • AK Chopra. (1967) Hydrodynamic pressures on dams during earthquakes.. Journal of Engineering Mechanics, 205 - 223
    • S Tani. (1996) Damage to earth dams.. Soils and Foundations, 262 - 272
    • SC Chian ,SPG Madabhushi. (2012) Effect of buried depth and diameter on uplift of underground structures in liquefied soils.. Soil Dynamics and Earthquake Engineering, 181 - 190
    • HB Seed ,FI Makdisi ,KL Lee. Dynamic analysis of the slide in the Lower San Fernando dam during the Earthquake of February 9, 1971.. Journal of the Geotechnical Engineering Division, 889 - 911
    • H Tsuchida. (1970) Prediction and countermeasure against the liquefaction in sand deposits.. Abstracts of the Seminar in the Port and Harbor Research Institute, 3.1 - 3.33
    • U Cilingir ,SPG Madabhushi. (2011) Effect of depth on the seismic response of circular tunnels.. Canadian Geotechnical Journal, 111 - 127
    • RG Howe. (2008) Imaging the Failure of the Rock-fill Dam.
    • S Tani. (2000) Behavior of large fill dams during earthquake and earthquake damage.. Soil Dynamics and Earthquake Engineering, 223 - 229
    • L Peiris ,S Madabhushi ,A Schofield. (2008) Centrifuge modeling of rock-fill embankments on deep loose saturated sand deposits subjected to earthquakes.. Journal of Geotechnical and Geoenvironmental Engineering, 1364 - 1374
    • S Saleh ,SPG Madabhushi. Response of concrete dams on rigid and soil foundations under earthquake loading.. Journal of Earthquake and Tsunami, 251 - 258
    • R Singh ,D Roy ,SK Jain. (2005) Analysis of earth dams affected by the 2001 Bhuj earthquake.. Engineering Geology, 282 - 291
    • S Saleh ,SPG Madabhushi. An investigation into the seismic behaviour of dams using dynamic centrifuge modelling.. Bulletin of Earthquake Engineering, 1479 - 1495
    • AK Chopra ,P Chakrabarti. (1981) Earthquake analysis of concrete gravity dams including dam–water–foundation rock interaction.. Earthquake Engineering and Structural Dynamics, 363 - 383
    • DP Stewart ,YR Chen ,BL Kutter. (1998) Experience with the use of methylcellulose as a viscous pore fluid in centrifuge models.. ASTM Geotechnical Testing Journal, 365
    • HB Seed ,FI Makdisi ,IM Idriss. The slides in the San Fernando dams during the earthquake of February 9, 1971.. Journal of the Geotechnical Engineering Division, 651 - 688
    • C Heron. (2009) Imaging of a Rock-fill Dam During Foundation Liquefaction.
    • SPG Madabhushi ,SK Haigh. (2005) Performance of earth dams during the Bhuj earthquake of 26th January 2001.. Dams and Reservoirs, 14 - 24
/content/article/10.1680/dare.13.00005
dcterms_subject,pub_keyword
6
3
Loading
This is a required field
Please enter a valid email address