[HTML][HTML] Adaptive sampling strategy for characterizing spatial distribution of soil liquefaction potential using cone penetration test

Z Guan, Y Wang, T Zhao - Journal of Rock Mechanics and Geotechnical …, 2022 - Elsevier
Characterizing spatial distribution of soil liquefaction potential is critical for assessing
liquefaction-related hazards (eg building damages caused by liquefaction-induced …

Assessment of Near-Field Strong Ground Motion Effects on Offshore Wind Turbines Resting on Liquefiable Soils Using Fully Coupled Nonlinear Dynamic Analysis

A Eslami, A Ghorbani - Journal of Geotechnical and …, 2023 - ascelibrary.org
Abstract Design and construction of offshore wind turbines (OWT) in near-fault sites is more
in demand worldwide. However, very limited studies are available that assess the effects of …

Vertical ground motion and its effects on liquefaction resistance of fully saturated sand deposits

V Tsaparli, S Kontoe… - Proceedings of the …, 2016 - royalsocietypublishing.org
Soil liquefaction has been extensively investigated over the years with the aim to understand
its fundamental mechanism and successfully remediate it. Despite the multi-directional …

A case study of liquefaction: demonstrating the application of an advanced model and understanding the pitfalls of the simplified procedure

V Tsaparli, S Kontoe, DMG Taborda, DM Potts - Géotechnique, 2020 - icevirtuallibrary.com
The complexity of advanced constitutive models often dictates that their capabilities are only
demonstrated in the context of model testing under controlled conditions. In the case of …

[HTML][HTML] Comparison of Seismic and Structural Parameters of Settlements in the East Anatolian Fault Zone in Light of the 6 February Kahramanmaraş Earthquakes

E Işık, M Hadzima-Nyarko, F Avcil, A Büyüksaraç… - Infrastructures, 2024 - mdpi.com
On 6 February 2023, two very large destructive earthquakes occurred in the East Anatolian
Fault Zone (EAFZ), one of Türkiye's primary tectonic members. The fact that these …

Wavelet analysis for relating soil amplification and liquefaction effects with seismic performance of precast structures

E Smyrou, İE Bal, P Tasiopoulou… - … & Structural Dynamics, 2016 - Wiley Online Library
Precast concrete structures are preferred for facilities with large open areas due to easiness
in construction. Such structures are typically composed of individual columns and long‐span …

Networks of Support for Māori Mental Health: The response and recovery of Tangata Whaiora through the Ōtautahi earthquakes

SJ Lambert - 2015 - researcharchive.lincoln.ac.nz
This report presents the experiences of Tangata Whaiora (Mental health clients) through the
disastrous earthquakes that struck Otautahi/Christchurch in 2010-11. It further analysis these …

Contribution to the static and dynamic lateral response of piles

SK Giannakos - 2013 - dspace.lib.ntua.gr
The lateral response of pile foundation under static or dynamic loading is an area of
extensive active research, since pile foundation is widely used to support superstructures …

[PDF][PDF] Liquefaction triggering due to compressional waves: validation through field records

V Tsaparli, S Kontoe, DMG Taborda… - Proceedings of the 16th …, 2018 - researchgate.net
Recent studies have shown that the simplified liquefaction procedure underperformed for a
number of sites during the 2010-2011 Canterbury Earthquake Sequence in New Zealand …

Impacts on Māori of the Ōtautahi/Christchurch earthquakes

SJ Lambert - 2013 - researcharchive.lincoln.ac.nz
The earthquakes that struck Ōtautahi/Christchurch began September 2010 and continued
throughout2012 with the worse shock being February 22, 2011. The extended 'seismic …