Results 31 to 40 of about 5,445 (203)
Engineering characterisation of Norwegian glaciomarine silt
Guidance is provided for geotechnical engineers designing civil engineering works in silty soils based on a detailed characterisation of a glaciomarine silt from Os in western Norway.
Long, Michael +4 more
core +1 more source
Static Liquefaction Assessment Combining Shear Wave Velocity, Peak Strength and Soil Grading
A large set of undrained compression triaxial tests was carried out on different types of cohesionless soils, from sands to silty sands and silts. Shear wave velocity measurements were also carried out.
Marisa Soares +3 more
doaj +1 more source
On the use of constrained modulus for soil settlement analysis
Soil settlement is a key parameter in engineering design of geotechnical structures. Two approaches have been used for the characterization of soil behaviour under one dimensional compression: the linear - nonlinear, the traditional approach, and the ...
Al-Moadhen Muataz Muayad +2 more
doaj +1 more source
Similarities and differences of glacial megaflood deposits and deposits of other genetic types of Gorny Altai are considered in the paper. Diluvial sedimentary complex includes (from bottom to top): debris flow facies of boulder-pebbles with giant ...
I. D. Zol’nikov, E. V. Deev
doaj +1 more source
The effects of marine and continental sedimentary environments and geological ages on the dynamic shear modulus ratio and damping ratio of the Quaternary sedimentary soils in the offshore areas of the Yellow Sea were analyzed by using a resonant column ...
Yi Fang +4 more
doaj +1 more source
Characterization of Reconstituted Malaysian Kaolinite Silts with Varying Clay Contents
In this research, the physical properties and stress paths of commercially available Malaysian kaolinite silts have been made available for laboratory testings.
Wong, STY, Ong, DEL, Ong, D., Wong, S.
core +1 more source
On the Behavior of Bauxite Tailings under a Wide Range of Stresses
Despite its vital importance to the contemporary economy, some drawbacks are mainly associated with waste derived from mining activity. This waste consists of tailings that are hydraulically disposed of in large impoundments, the tailings dams.
Rosanne Rodrigues Santos Maciel Gonçalves +5 more
doaj +1 more source
Liquefaction Behavior of Mississippi River Silts
Civil Infrastructure Built on Alluviums and Recent Deposits, Such as Dams, Contain Significant Amount of Silts. the Static and Dynamic Behavior of These Fine-Grained Soils Has Been Investigated Less Than the Clay-Like or Sand-Like Soils.
Stephenson, Richard Wesley +2 more
core +1 more source
Undrained Cyclic Shear Resistance of Low Plastic Silts
A magnitude 9 Cascadia Subduction Zone earthquake is expected to trigger widespread liquefaction in loose material in Oregon. The geotechnical engineering studies have determined that the Willamette Silts may be susceptible to liquefaction or cyclic ...
Almoumen, Rawan
core +1 more source
Penetration rate effects and partial drainage can govern piezocone (CPTu) response in intermediate permeability geomaterials, but field testing at a fixed standard rate limits systematic evaluation.
Henrique Milan +6 more
doaj +1 more source

