Have a personal or library account? Click to login
Non-linear seismic response for liquefaction analysis: pore water pressure and strain ratio approach Cover

Non-linear seismic response for liquefaction analysis: pore water pressure and strain ratio approach

Scientific Review Engineering and Environmental Sciences
Volume 34 (2025): Issue 3 (September 2025)
By: Siti Nurlita FitriORCID  
Open Access
|Sep 2025

Authors

Siti Nurlita Fitri

ORCID

sitinurlitafitri@staff.uns.ac.id

Sebelas Maret University, UNS Geoscience Research Group, Civil Engineering Department, Indonesia

Politeknik Negeri Bali, Badung, Building Construction Study Program, Civil Engineering Department, Indonesia
DOI: https://doi.org/10.22630/srees.10426 | Journal eISSN: 2543-7496 | Journal ISSN: 1732-9353
Journal RSS Feed
Language: English
Page range: 261 - 276
Submitted on: May 5, 2025
Accepted on: Jul 21, 2025
Published on: Sep 30, 2025
Published by: Warsaw University of Life Sciences - SGGW Press
In partnership with: Paradigm Publishing Services
Keywords:
liquefaction,
DEEPSOIL,
non-linear,
Yogyakarta,
strain ratio
Related subjects:
Architecture and design,
Architecture,
Architects, buildings,
Geosciences,
Geosciences, other,
Engineering,
Mechanical engineering,
Fundamentals of mechanical engineering,
Geosciences,
Geology and mineralogy

© 2025 Siti Nurlita Fitri, , published by Warsaw University of Life Sciences - SGGW Press
This work is licensed under the Creative Commons Attribution-NonCommercial 4.0 License.

Previous articleVolume 34 (2025): Issue 3 (September 2025)Next article