Results 21 to 30 of about 1,481 (218)
Dominant factors in MiniCone, CPT and pile correlations: A data‐based approach
Using a database comprising MiniCone and cone penetration test (CPT) records in the field and physical modeling with a variety of cone diameters, case study records have been obtained from 140 tests compiled from data from 26 sources. The sources include the results of 20 physical modelings and field data from six sites in 10 countries.
Seyed Sajad Shirani +3 more
wiley +1 more source
CPTu performed at the riverside of the embankment site, Panaro river, in October ...
Carmine Gerardo Gragnano
core +1 more source
A GIS framework for prediction of basin‐wide post‐failure geometry of confined subaqueous landslides
Abstract Stability analysis of submarine and sub‐lacustrine slopes requires special attention to the strain‐softening nature of clay‐rich sediments. Utilizing the often‐used infinite slope assumption using the peak strength is inadequate for the task at hand as the well‐known limit equilibrium method may provide non‐conservative estimate of marine ...
Boaz Klein +2 more
wiley +1 more source
Abstract This article discusses the levee failure that occurred on 6 December 2020 at Castelfranco Emilia, near Modena (Italy), showing that it cannot be explained without assuming the presence of local heterogeneities or a small cavity. The possible presence of these defects is supported by evidence derived from historical data and site observations ...
Francesca Ceccato, Paolo Simonini
wiley +1 more source
ABSTRACT Cone penetration tests, a method that is typically used to determine the engineering properties of soils, can be used as an effective tool for refined subsurface stratigraphic investigations of alluvial and coastal plains, aside from the geographic location.
Bruno Campo +2 more
wiley +1 more source
Abstract Landslides in sensitive post‐glacial marine clays are one of the major geological hazards in Canada, Norway and Sweden. Current hydrogeological conceptual models used for slope stability analyses in these deposits consider simple groundwater flow conditions within a homogenous, isotropic, massive clay deposits, where fractures are surficial ...
Nathan L. Young +3 more
wiley +1 more source
A novel probabilistic methodology for regional seismic site characterization is proposed and applied to a region with highly heterogeneous surficial geology and varying soil sediment thickness and stiffness. The method combines various sources of geological and geotechnical uncertainties to develop a three‐dimensional (3D) shear‐wave velocity (Vs ...
Mohammad Salsabili +3 more
wiley +1 more source
Purpose: to assess the clinical significance of detecting organ-specific sensitization in chronic posttraumatic uveitis (CPTU) based on a comparative analysis of data from the leukocyte migration inhibition test (LMIT) and histological examination ...
N. V. Balatskaya +5 more
doaj +1 more source
Geotechnical Interpretation of the Geological Structure of Loess Covers in Lublin Region
The characteristic feature of the geological structure in the Lublin Region is loess covers, which at the same time constitute the main subsoil for setting building structures.
Nepelski Krzysztof
doaj +1 more source
Considering that the pile foundation is widely used in soft soil, in order to improve the prediction accuracy of the vertical ultimate compressive bearing capacity of a single pile, this paper puts forward a calculation model of the pile side friction resistance in homogeneous soil based on the previous research and further deduces the calculation ...
Kevin Xiao +5 more
wiley +1 more source

