A finite element performance-based approach to correlate movement of a rigid retaining wall with seismic earth pressure
- Submitting institution
-
The University of Manchester
- Unit of assessment
- 12 - Engineering
- Output identifier
- 81261220
- Type
- D - Journal article
- DOI
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10.1016/j.soildyn.2018.07.025
- Title of journal
- Soil Dynamics and Earthquake Engineering
- Article number
- -
- First page
- 460
- Volume
- 114
- Issue
- -
- ISSN
- 0267-7261
- Open access status
- Compliant
- Month of publication
- August
- Year of publication
- 2018
- URL
-
-
- Supplementary information
-
-
- Request cross-referral to
- -
- Output has been delayed by COVID-19
- No
- COVID-19 affected output statement
- -
- Forensic science
- No
- Criminology
- No
- Interdisciplinary
- No
- Number of additional authors
-
1
- Research group(s)
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B - MACE - Civil
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- This output is the basis of a £5k UKEIRI-DST grant to build international collaborations (https://dst.gov.in/sites/default/files/Recommended%20Indo-UK%20workshop%20proposals_0.pdf). The novel S-curve, for efficient seismic design and analysis of retaining walls, is the building block of a follow-up paper (doi.org/10.1061/(ASCE)GM.1943-5622.0001505). This novel approach for scaling earthquake has been used by researchers worldwide (e.g. doi.org/10.1016/j.tust.2019.103084; 10.1007/s41062-019-0243-y).
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -
