Hydromechanical coupling tests for mechanical and permeability characteristics of fractured limestone in complete stress–strain process

Yanlin Zhao, Jingzhou Tang, Yu Chen, Lianyang Zhang, Weijun Wang, Wen Wan, Jianping Liao

Research output: Contribution to journalArticle

20 Citations (Scopus)

Abstract

To clarify mechanical and permeability characteristics of fractured limestone in complete stress–strain process, the hydromechanical coupling tests with various differential water pressures and confining pressures were performed. The mechanical characteristics of fractured limestone specimens are sensitive to confining pressure, differential water pressure, and effective stress. The increasing differential water pressure weakens the rock strength and deformation modulus by activating the lateral deformation of fractured limestone, which is attributed to the decrease in the effective minimum principal stress. The experimental results verify the validity of Mohr–Coulomb yield criterion considering the effective stress effect under hydromechanical coupling condition. The permeability values display four stages of decrease–gradual increase–rapid increase–small drop in complete stress–strain process, which roughly correspond to volumetric compression stage, elastic deformation stage, yield, and post-peak stage, as well as residual strength stage, respectively. At a low differential water pressure in the range of 2–5 MPa, the corresponding relationship mentioned above is obvious. However, at high differential water pressures up to 8–14 MPa, there is a deviation from the correspondence above, i.e., permeability reduction stage is shorter than the stage of volumetric compression. A cubic polynomial is used to describe the relationship between permeability and volumetric strain at volumetric compression stage. However, it is difficult to describe the relationship between the permeability and volumetric strain by a uniform fitting equation at the dilatancy stage.

Original languageEnglish (US)
Article number24
JournalEnvironmental Earth Sciences
Volume76
Issue number1
DOIs
StatePublished - Jan 1 2017

Fingerprint

Calcium Carbonate
Limestone
limestone
permeability
compression
Water
effective stress
confining pressure
testing
water
strength (mechanics)
residual strength
dilatancy
Elastic deformation
test
rocks
Rocks
Polynomials
rock

Keywords

  • Complete stress–strain process
  • Deformation
  • Fractured limestone
  • Hydromechanical coupling
  • Permeability
  • Strength

ASJC Scopus subject areas

  • Global and Planetary Change
  • Environmental Chemistry
  • Water Science and Technology
  • Soil Science
  • Pollution
  • Geology
  • Earth-Surface Processes

Cite this

Hydromechanical coupling tests for mechanical and permeability characteristics of fractured limestone in complete stress–strain process. / Zhao, Yanlin; Tang, Jingzhou; Chen, Yu; Zhang, Lianyang; Wang, Weijun; Wan, Wen; Liao, Jianping.

In: Environmental Earth Sciences, Vol. 76, No. 1, 24, 01.01.2017.

Research output: Contribution to journalArticle

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