Results 251 to 260 of about 35,283 (293)

CPT-based LPI criteria for ground liquefaction risk classification

Journal of the Chinese Institute of Engineers, 2017
The liquefaction potential index (LPI) has been extensively applied to ground liquefaction hazard assessments.
Chih-Sheng Ku, Chen-Min Ma
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Simplified Approach for Liquefaction Risk Assessment of Transportation Systems: Preliminary Outcomes

2020
In the present study, a strategy to assess liquefaction risk of road infrastructures has been proposed, as combination of liquefaction hazard, infrastructures vulnerability and exposure of transportation network. The proposed methodology includes a capacity analysis of the road network performed on both pre- and post-liquefaction scenarios to evaluate ...
Mauro D’Apuzzo, Azzurra Evangelisti, Giuseppe Modoni, Rose-Line Spacagna, Luca Paolella, Daniela Santilli, Vittorio Nicolosi   +6 more
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Regulating Liquefaction Risk for Residential Land Development

Engineering Geology and Geotechnics: Building for the Future, Proceedings of the Conference EUROENGEO 2024
Management of natural hazard risks, such as liquefaction, has been a grey area for New Zealand’s residential land development sector. The “February 2011 Christchurch Earthquake” – second most populated city in New Zealand- was one such event. The earthquake paired with significant liquefaction saw over 400,000tonnes of silt brought up affecting over ...
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Estimation of Liquefaction Risk Ratio Based on Liquefaction Point Information in Recent Earthquakes

Journal of Japan Association for Earthquake Engineering, 2021
Shigeki SENNA, Kyoko OZAWA, Junya SUGIMOTO   +2 more
openaire   +1 more source

Zoning for Liquefaction Risk in an Italian Coastal Area Using CPT

1999
With a view to drawing up digitised maps of liquefaction risk along the Romagna coast, for which about eight hundred cone penetration tests (CPT) are available, four different methods based on CPT to evaluate safety factor profiles are analysed and compared. The methods considered are those proposed by (1) Robertson and Wride (1997), (2) Suzuki et a!. (
CRESPELLANI, TERESA, MADIAI, CLAUDIA, VANNUCCHI, GIOVANNI   +2 more
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Mapping of Liquefaction-Induced Deformations for Seismic Risk Assessment

Geo-Congress 2022, 2022
Claudia Arias, Claudio Cáceres, Juan Pablo Villagrán, Yolanda Alberto   +3 more
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Risk model for evaluating soil liquefaction potential

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1990
C.S. Kao, K.T. Chou
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Liquefaction risk analysis at S.G. La Rena, Catania, (Italy).

1999
Liquefaction risk analysis at S.G. La Rena, Catania, (Italy).
M. Maugeri, VANNUCCHI, GIOVANNI
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Determining Areas at Risk of Soil Liquefaction During an Earthquake

2001
Many past strong earthquakes have caused various types of damage to the ground, including faulting, formation of cracks, upheaval or subsidence, dislocation, landsliding and soil liquefaction accompanied by spouting water, sand and mud. In this section, the author discusses the determination of potential liquefaction sites through use of a ...
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Developments of Soil Improvement Technologies for Mitigation of Liquefaction Risk

2007
Studies on liquefaction have a history of more than 40 years since Niigata and Anchorage were attacked by disastrous earthquakes. The topics of interest have changed with time and recent interest is focused on advanced mitigation which can achieve cost-effectiveness and/or is useful for existing structures.
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