Jet Scour in Cohesive and Non-Cohesive Soil
A safe design of hydraulic structures depends on reliable estimations of the scour generated by the interaction between flow, structure, and bed sediments. Non-cohesive and cohesive soils are characterized by very different scour processes. Consequently, the behavior of the two soil types under scour has usually been studied separately.
Di Nardi, J. +3 more
openaire +3 more sources
Influence of fine-grained soil and loading rate on the mechanical behavior of soil rock mixtures
Soil-rock mixtures are widely used in engineering for filling and subgrade applications, with their mechanical behavior playing a critical role in the stability and safety of engineering structures.
Hongbing WANG +6 more
doaj +1 more source
Evolution and monitoring of karst ground collapse in the Zhifang-Miaoshan paleo-clay area of Wuhan
This study is aimed at finding out the disaster mechanism of karst ground collapse in the Zhifang-Miaoshan paleo-clay area of Wuhan and selecting appropriate methods for the monitoring and early warning, so as to effectively reduce the harm caused by ...
Biaodian CHEN +6 more
doaj +1 more source
Spreading of Kaolin and Sand Mixtures on a Horizontal Plane: Physical Experiments and SPH Numerical Modelling [PDF]
open4noThe investigation of the collapse of a well-known soil volume is a simple experiment that permits to make several interesting considerations. This paper, at first, presents a brief overview of some physical experiments led to understand how the ...
Brezzi, Lorenzo +3 more
core +1 more source
Os solos coesos de tabuleiros costeiros têm como característica peculiar horizontes minerais subsuperficiais, que apresentam consistência friável quando úmidos, porém, quando secos, têm consistência dura, muito dura ou extremamente dura.
Apolino José Nogueira da Silva +1 more
doaj +1 more source
The Effect of Soil Type and Moisture Content on Head Impacts on Natural Grass Athletic Fields
Studies are warranted to evaluate head injury criterion (HIC) on athletic fields to determine baseline numbers and compare those findings to current critical thresholds for impact attenuation.
Kyley Dickson +2 more
doaj +1 more source
Using small-angle X-ray scattering to investigate the compaction behaviour of a granulated clay [PDF]
The compaction behaviour of a commercial granulated clay (magnesium aluminium smectite, gMgSm) was investigated using macroscopic pressure-density measurements, X-ray diffraction (XRD), scanning electron microscopy (SEM), X-ray microtomography (XμT) and ...
Aguzzi +59 more
core +1 more source
Application of the FDEM Based on the CZM in Simulating Three-Point Bending Test of Frozen Soil
The combined finite–discrete element method (FDEM) based on the cohesive zone model (the CZM) achieves cracking simulation by inserting cohesive elements between solid elements.
Yongtao Wang +6 more
doaj +1 more source
Construction and testing of self-drilled soil nails [PDF]
Current standards and best practice guidance recognise that testing of self-drilled hollow bar soil nails can be problematic as conventional packers and debonded lengths cannot be constructed.
Lindsay, Fraser M. +2 more
core +2 more sources
Modelling the brightness increase signature due to asteroid collisions
We have developed a model to predict the post-collision brightness increase of sub-catastrophic collisions between asteroids and to evaluate the likelihood of a survey detecting these events.
Fitzsimmons, Alan +2 more
core +1 more source

