4.5 Article

Numerical Investigation of Grouting of Rock Mass with Fracture Propagation Using Cohesive Finite Elements

Journal

INTERNATIONAL JOURNAL OF GEOMECHANICS
Volume 18, Issue 7, Pages -

Publisher

ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)GM.1943-5622.0001184

Keywords

Grouting; Abaqus; Cohesive finite element; Pore pressure; Fluid lag

Funding

  1. Fundamental Research Funds for the Central Universities of China [2042017kf0202]
  2. National Natural Science Foundation of China [51579194]
  3. National Key Research and Development Program of China [2016YFC0401803]

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The grouting of a rock mass is frequently adopted in engineering to enhance the strength and integrity of jointed rock. Based on the principle of hydraulic fracturing, grouting slurry with high pressure is injected into the rock mass, resulting in the emergence and propagation of hydraulic fracture. In this work, a numerical model with cohesive finite elements was developed to simulate the grouting of a rock mass, which couples the stress-seepage-damage field. The model considers the fluid exchange between the porous, permeable medium and fractures, in addition to the coupling of fluid exchange and rock deformation. The effect of fluid lag on pore pressure in the vicinity of the fracture tip is specifically analyzed. Results show that the variation of pore pressure in the broken cohesive zone can be divided into four stages: the initial steady-wave stage, descending stage, sharp-rise stage, and fluctuation-rise stage. There is a significant region of lowered pore pressure in the vicinity of the fracture tip as a result of the effect of fluid lag. (C) 2018 American Society of Civil Engineers.

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