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Compression Models from Elementary Incremental Laws
Five compression laws were formulated using simple incremental relationships involving fundamental index properties of porous media such as porosity and void ratio. Models were presented in terms of void ratio-effective stress relationship and porosity-depth trends. All theoretical expressions were derived by assuming suitable incremental compression laws. Comparison with experimental data indicates that the models can describe a number of features of the behavior of sand and sedimentary rocks.
Compression Models from Elementary Incremental Laws
Five compression laws were formulated using simple incremental relationships involving fundamental index properties of porous media such as porosity and void ratio. Models were presented in terms of void ratio-effective stress relationship and porosity-depth trends. All theoretical expressions were derived by assuming suitable incremental compression laws. Comparison with experimental data indicates that the models can describe a number of features of the behavior of sand and sedimentary rocks.
Compression Models from Elementary Incremental Laws
Lecture Notes in Civil Engineering
Barla, Marco (editor) / Di Donna, Alice (editor) / Sterpi, Donatella (editor) / Insana, Alessandra (editor) / Cirone, Alessandro (author) / Vargas, Eurípedes (author)
International Conference of the International Association for Computer Methods and Advances in Geomechanics ; 2022 ; Turin, Italy
2022-07-31
8 pages
Article/Chapter (Book)
Electronic Resource
English
Compression Models from Elementary Incremental Laws
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