Palaeolimnology of Lake Sapanca and identification of historic earthquake signals, Northern Anatolian Fault Zone (Turkey) [PDF]
, 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
Geomatics, Natural Hazards & Risk, 2023 This research explores the use of microtremor horizontal-to-vertical spectral ratio (H/V) in obtaining site response characteristics and investigating its relationship with soil liquefaction potential in Greater Metro Manila.
A. Daag +4 more
doaj +1 more source
Experimental study on the cyclic resistance of a natural loess from Northern France [PDF]
, 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
Implementation of Finite Element Method for Prediction of Soil Liquefaction Around Undergroud Structure [PDF]
Engineering 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
High-resolution palynological analysis in Lake Sapanca as a tool to detect recent earthquakes on the North Anatolian Fault [PDF]
, 2009 High-resolution palynological analysis of a 38-cm-long core collected from Lake Sapanca, northwest Turkey, reveals large earthquakes that occurred during the second half of the 20th century along the North Anatolian Fault Zone. Four events have disturbed
Boyraz, S, Gürbüz, A, Leroy, SAG
core +1 more source
Vulnerability of Industrial Components to Soil Liquefaction
Chemical 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
Study on the treatments and countermeasures for liquefiable foundation [PDF]
MATEC 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
Mathematical Biosciences and Engineering, 2021 This paper proposes a probabilistic graphical model that integrates interpretive structural modeling (ISM) and Bayesian belief network (BBN) approaches to predict cone penetration test (CPT)-based soil liquefaction potential.
Mahmood Ahmad +5 more
doaj +1 more source
Penelusuran Potensi Likuifaksi Pantai Padang Berdasarkan Gradasi Butiran Dan Tahanan Penetrasi Standar [PDF]
, 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
Unified anisotropic elastoplastic model for sand [PDF]
, 2016 This paper presents a unified approach to model the influence of fabric anisotropy and its evolution on both the elastic and plastic responses of sand.
Gao, Zhiwei, Zhao, Jidong
core +4 more sources