The paper explores the time-dependent compressibility of coarse crushed quartzitic slate, focusing on the effects of the previous loading history. Large diameter oedometer tests were performed at different relative humidity (or total suctions) and different overconsolidation ratios (OCR). Preliminary results suggested that pre-compressing the rockfill material at increasing OCRs lead to the progressive vanishing of rockfill delayed deformations
Deformation of middle crustal shear zones likely varies with time as a result of the stress build-up...
Deformation rate analysis utilizes deformation memory effect (DME) that is one of the fundamental pr...
Rock masses will remain under constant load due to the engineering structures in rocks. Particularly...
The paper explores the time-dependent compressibility of coarse crushed quartzitic slate, focusing o...
The paper presents the results of an experimental investigation aimed at evaluating the time-depende...
The paper presents the results of an experimental investigation aimed at evaluating the time-depende...
A conceptual mechanism of rockfill deformation was postulated by Oldecop & Alonso (2001) on the basi...
Long-term strain records obtained in large-diameter oedometer tests on compacted gravels demonstrate...
The paper presents a macroscopic constitutive model for rockill that includes the effect of water on...
Brittleness is one of the most significant properties of geomaterials. However, very few studies hav...
Rockfill dams have become more and more recognized for their safety, economy and adaptability to wid...
The use of rockfill in civil engineering works such as earth and rockfill dams, road and railway emb...
There have been numerous studies which have both experimentally investigated and mathematically mode...
In this study, the compressive deformation of crushed sandstone was tested using a crushed rock defo...
The literature has highlighted the behaviour of several weak rocks and the role of structure in dete...
Deformation of middle crustal shear zones likely varies with time as a result of the stress build-up...
Deformation rate analysis utilizes deformation memory effect (DME) that is one of the fundamental pr...
Rock masses will remain under constant load due to the engineering structures in rocks. Particularly...
The paper explores the time-dependent compressibility of coarse crushed quartzitic slate, focusing o...
The paper presents the results of an experimental investigation aimed at evaluating the time-depende...
The paper presents the results of an experimental investigation aimed at evaluating the time-depende...
A conceptual mechanism of rockfill deformation was postulated by Oldecop & Alonso (2001) on the basi...
Long-term strain records obtained in large-diameter oedometer tests on compacted gravels demonstrate...
The paper presents a macroscopic constitutive model for rockill that includes the effect of water on...
Brittleness is one of the most significant properties of geomaterials. However, very few studies hav...
Rockfill dams have become more and more recognized for their safety, economy and adaptability to wid...
The use of rockfill in civil engineering works such as earth and rockfill dams, road and railway emb...
There have been numerous studies which have both experimentally investigated and mathematically mode...
In this study, the compressive deformation of crushed sandstone was tested using a crushed rock defo...
The literature has highlighted the behaviour of several weak rocks and the role of structure in dete...
Deformation of middle crustal shear zones likely varies with time as a result of the stress build-up...
Deformation rate analysis utilizes deformation memory effect (DME) that is one of the fundamental pr...
Rock masses will remain under constant load due to the engineering structures in rocks. Particularly...