Results 31 to 40 of about 34,295 (236)

Palaeolimnology of Lake Sapanca and identification of historic earthquake signals, Northern Anatolian Fault Zone (Turkey) [PDF]

open access: yes, 2009
Lake Sapanca is located on a strand of the Northern Anatolian Fault Zone (NAFZ, Turkey), where a series of strong earthquakes (Ms >6.0) have occurred over the past hundred years. Identifying prehistoric earthquakes in and around Lake Sapanca is key to a
Bertrand, S   +6 more
core   +1 more source

Implementation of Finite Element Method for Prediction of Soil Liquefaction Around Undergroud Structure [PDF]

open access: yesEngineering and Technology Journal, 2013
Liquefaction is the rapid loss of shear strength in cohesionless soils subjected to dynamic loading, that it is a state of saturated cohesionless soil when its entire shear strength is reduced to zero due to pore water pressure caused by vibration ...
Mohammed Y. Fatah   +2 more
doaj   +1 more source

Vulnerability of Industrial Components to Soil Liquefaction

open access: yesChemical Engineering Transactions, 2014
Dynamic liquefaction of saturate loose sand deposit is a common geotechnical failure effect caused by an earthquake, which can lead to structural damage of buildings, lifelines and industrial components in general. Several damage cases have been observed in past events and have been documented in the technical literature and post-earthquake ...
LANZANO G   +3 more
openaire   +4 more sources

Experimental study on the cyclic resistance of a natural loess from Northern France [PDF]

open access: yes, 2009
In order to analyze the instability phenomenon observed along the Northern High Speed Line of R\'eseau Ferr\'e de France (RFF), soil blocks were taken at a site near the railway, at four different depths (1.2, 2.2, 3.5 and 4.9 m).
Cui, Yu-Jun   +4 more
core   +4 more sources

Investigation of the fluidised zone in deep vibrocompaction [PDF]

open access: yes, 2019
Deep vibrocompaction is an established method for the improvement of loose sandy soils using deep vibrators. In a basic modelling concept, the area of the ground influenced by the vibrator is subdivided into three concentric cylindrical zones.
Wotzlaw, Moritz
core   +1 more source

Study on the treatments and countermeasures for liquefiable foundation [PDF]

open access: yesMATEC Web of Conferences, 2019
This paper summarizes the current treatments and countermeasures for liquefiable foundations, and divides the existing anti-liquefaction countermeasures into two categories.
Xu Binhua, He Ning, Li Denghua
doaj   +1 more source

Penelusuran Potensi Likuifaksi Pantai Padang Berdasarkan Gradasi Butiran Dan Tahanan Penetrasi Standar [PDF]

open access: yes, 2013
. Padang 30 September 2009 earthquake had caused liquefaction at several locations in the city of Padang. Generally, liquefied areas were around the rivers or near the beach.
Darjanto, H. (Helmy), Hakam, A. (Abdul)
core  

Note: "Lock-in accelerometry" to follow sink dynamics in shaken granular matter [PDF]

open access: yes, 2014
Understanding the penetration dynamics of intruders in granular beds is relevant not only for fundamental Physics, but also for geophysical processes and construction on sediments or granular soils in areas potentially affected by earthquakes.
A. J. Batista-Leyva   +9 more
core   +4 more sources

Recent Advances in Sustainable Single‐Atom Catalysts from Biomass and Solid Waste: Design, Synthesis and Applications

open access: yesAdvanced Science, EarlyView.
Biomass‐ and solid waste‐derived sustainable single‐atom catalysts (Sus‐SACs) provide a cost‐effective and renewable approach to catalyst design. This review summarizes precursor selection, including AI‐assisted screening, synthesis strategies with emphasis on ultrafast methods, and advanced characterization techniques.
Hongzhe He   +8 more
wiley   +1 more source

Study on the Influence of Deep Soil Liquefaction on the Seismic Response of Subway Stations

open access: yesApplied Sciences
Subway systems are a crucial component of urban public transportation, especially in terms of safety during seismic events. Soil liquefaction triggered by earthquakes is one of the key factors that can lead to underground structural damage.
Ming Shi, Lianjin Tao, Zhigang Wang
doaj   +1 more source

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