Study on Mechanical Properties of Permeable Polymer Treated Loess. [PDF]
Materials (Basel), 2022 Zhao W, Guo C, Wang C, Wang Y, Wang L.
europepmc +1 more source
Inherit variability characterization considering piezocone test data: Application to bauxite tailings [PDF]
Variability characterization is a key component in the reliability assessment of geotechnical systems, particularly in scenarios involving tailings deposits, where spatial heterogeneity can critically impact design safety.
de Campos, Juliano Pasa +3 more
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A Novel Method for Estimating the Undrained Shear Strength of Marine Soil Based on CPTU Tests
Journal of Marine Science and EngineeringThe undrained shear strength is an essential parameter in the foundation design of marine structures. Due to the complex marine environment and technical limitations, it is difficult and costly to obtain offshore samples.
Sai Fu +4 more
doaj +1 more source
An overview of in situ testing and geophysical methods to investigate municipal solid waste landfills. [PDF]
Environ Sci Pollut Res Int, 2023 Juarez MB, Mondelli G, Giacheti HL.
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The Identification of the Uncertainty in Soil Strength Parameters Based on CPTu Measurements and Random Fields. [PDF]
Sensors (Basel), 2021 Pieczyńska-Kozłowska J +2 more
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Experimental Validation of Deflections of Temporary Excavation Support Plates with the Use of 3D Modelling. [PDF]
Materials (Basel), 2022 Marek K +4 more
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Field Test and Numerical Simulation on the Long-Term Thermal Response of PHC Energy Pile in Layered Foundation. [PDF]
Sensors (Basel), 2021 Zhang G, Cao Z, Liu Y, Chen J.
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Geotechnical Site Assessment by Seismic Piezocone Test in North of Denmark [PDF]
, 2013 These days cone penetration tests (CPT) have gained more popularity as an alternative to the conventional laboratory tests for subsurface investigation and estimation of soil parameters.
Andersen, Lars Vabbersgaard +3 more
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Geotechnical test embankment on soft marine clay in Newington-Dover, New Hampshire [PDF]
, 2013 During the fall of 2012, the New Hampshire Department of Transportation built a test embankment for the new alignment segment of the proposed Exit 6 Southbound On-Ramp site off Route 4 in Newington-Dover, New Hampshire. The purpose of the test embankment
Getchell, Amy
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Bridge Foundation Piles in Varved Glaciolacustrine Deposits Exhibiting Very High Soil Setup [PDF]
, 2013 A pile-supported bridge was to be constructed at a site in Vadnais Heights, Minnesota, located north of St. Paul, in an area underlain by a significant deposit of glaciolacustrine sand, silt, and clay, which extended to a depth of about 39 m.
Reuter, Gregory R.
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