Ottawa sand and Angular sand consist of particles with distinct shapes. The x-ray computed tomography (XCT) image stacks of their in-situ confined compressive testings are provided in this paper. For each image stack, a contact network, a thermal network and a network feature - edge betweenness centrality - of each edge in the networks are also provided. The readers can use the image data to construct digital sands with applications of (1) extracting microstructural parameters such as particle size, particle shape, coordination number and more network features; (2) analysing mechanical behaviour and transport processes such as fluid flow, heat transfer and electrical conduction using either traditional simulation tools such as finite elemen...
The mechanical behaviour of sand aggregates is often studied as a proxy for poorly consolidated sand...
Cone penetration in sands is a complex process: it contains several challenges that geomechanicians ...
The deformation behavior of silica sand particles under one-dimensional (1D) loading compression was...
Ottawa sand and Angular sand consist of particles with distinct shapes. The x-ray computed tomograph...
Ottawa sand and Angular sand consist of particles with distinct shapes. The x-ray computed tomograph...
This paper presents the results of X-ray CT imaging of the microstructure of sand particles subjecte...
This paper presents the results of X-ray CT imaging of the microstructure of sand particles subjecte...
The particle morphology and fabric of a granular soil influence its mechanical behavior. This study ...
The particle morphology and fabric of a granular soil influence its mechanical behavior. This study ...
Particle breakage alters particle-scale properties of granular soils including particle size, shape,...
Plastic deformation in a plane strain compression test of a dense sand specimen is studied using fun...
The mechanical behaviour of sand aggregates is often studied as a proxy for poorly consolidated sand...
AbstractIn this paper, localized deformation in partially saturated sand was investigated quantitati...
Coupled hydrothermal flow can occur in soils, for example in applications such as ground heat storag...
Partially saturated compacted sand specimens were characterized by using three dimensional 3D imag...
The mechanical behaviour of sand aggregates is often studied as a proxy for poorly consolidated sand...
Cone penetration in sands is a complex process: it contains several challenges that geomechanicians ...
The deformation behavior of silica sand particles under one-dimensional (1D) loading compression was...
Ottawa sand and Angular sand consist of particles with distinct shapes. The x-ray computed tomograph...
Ottawa sand and Angular sand consist of particles with distinct shapes. The x-ray computed tomograph...
This paper presents the results of X-ray CT imaging of the microstructure of sand particles subjecte...
This paper presents the results of X-ray CT imaging of the microstructure of sand particles subjecte...
The particle morphology and fabric of a granular soil influence its mechanical behavior. This study ...
The particle morphology and fabric of a granular soil influence its mechanical behavior. This study ...
Particle breakage alters particle-scale properties of granular soils including particle size, shape,...
Plastic deformation in a plane strain compression test of a dense sand specimen is studied using fun...
The mechanical behaviour of sand aggregates is often studied as a proxy for poorly consolidated sand...
AbstractIn this paper, localized deformation in partially saturated sand was investigated quantitati...
Coupled hydrothermal flow can occur in soils, for example in applications such as ground heat storag...
Partially saturated compacted sand specimens were characterized by using three dimensional 3D imag...
The mechanical behaviour of sand aggregates is often studied as a proxy for poorly consolidated sand...
Cone penetration in sands is a complex process: it contains several challenges that geomechanicians ...
The deformation behavior of silica sand particles under one-dimensional (1D) loading compression was...