Abstract

This paper compares different experimental methods for measuring water permeability in 17 different porous building rocks. Both commercial apparatus and specially made designed permeameters are used for characterising intrinsic permeability and hydraulic conductivity, k, of rocks in the range of 10 −12 to 10 −4 m/s (~ 10 −19 −10 −11 m 2 or ~ 10 −4 −10 4 mD). We use both falling head and constant head permeameter methods including the triaxial and modified triaxial tests and a classical constant head permeameter. Results showed that for very low and low permeability samples (k −6 m/s), triaxial conditions were found the most accurate procedures and they provided similar or slightly lower permeability values than constant and falling head methods. The latter techniques were highly recommended for permeable and high permeable porous building materials. Water permeability values were also linked to effective porosity and interpreted in terms of interparticle and vugs porosity. Finally, some modifications in the apparatus and procedures were carried out in order to assess water permeability in soft materials, which involve the use of non-saturated samples.

Highlights

  • Results showed that for very low and low permeability samples (k

  • Permeability, coefficient of permeability or intrinsic permeability depends only on the pore structure of the material, it is independent of fluid properties and it is based in the Darcy’s equation

  • Hydraulic conductivity is usually referred to permeability or coefficient of permeability and it is related to intrinsic permeability and to the properties of the fluid

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Summary

Introduction

Results showed that for very low and low permeability samples (k

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