A hybrid fuzzy evaluation method for curtain grouting efficiency assessment based on an AHP method extended by D numbers

G Fan, D Zhong, F Yan, P Yue - Expert Systems with Applications, 2016 - Elsevier
Curtain grouting is designed to create a hydraulic barrier that reduces water seepage under
a dam foundation. However, due to the inability of observing grout penetration in the …

Simulation of coupled hydro-mechanical interactions during grouting process in fractured media based on the combined finite-discrete element method

Q Liu, L Sun - Tunnelling and Underground Space Technology, 2019 - Elsevier
Fracture grouting is one of the most widely used methodologies to reduce the hydraulic
conductivity and enhance the strength of rock masses in geotechnical engineering (eg …

Experimental study on the diffusion characteristics of polyurethane grout in a fracture

X Li, M Hao, Y Zhong, B Zhang, F Wang… - Construction and Building …, 2021 - Elsevier
Although polyurethane grouting has been widely used in fractured rock masses, the
understanding of polyurethane diffusion characteristics still needs to be enhanced …

Coupled hydro-mechanical analysis for grout penetration in fractured rocks using the finite-discrete element method

L Sun, G Grasselli, Q Liu, X Tang - … Journal of Rock Mechanics and Mining …, 2019 - Elsevier
Grouting is a widely used geotechnical engineering method to improve the strength and
reduce the hydraulic conductivity of rock masses. The grouting process is a typical coupled …

Grout penetration in fractured rock mass using a new developed explicit algorithm

S Mohajerani, A Baghbanan, R Bagherpour… - international journal of …, 2015 - Elsevier
A grout penetrability method based on explicit grout forehead pressure (EGFP) algorithm for
joints and cracks in rock mass is developed. This algorithm is more accurate and effective …

[HTML][HTML] Information and knowledge behind data from underground rock grouting

F Xiao, Q Liu, Z Zhao - Journal of Rock Mechanics and Geotechnical …, 2021 - Elsevier
Data related to the pre-grouting work of a large underground project are systematically
analyzed to reveal the mechanism behind, to shed some light on the execution of practical …

The unified pipe-interface element method for simulating the coupled hydro-mechanical grouting process in fractured rock with fracture propagation

X Yan, Z Sun, Q Dong - Engineering Fracture Mechanics, 2021 - Elsevier
Understanding the hydro-mechanical (HM) coupling grouting process in fractured rock
masses is vital for improving grouting effects. In this paper, a hybrid formulation of the unified …

Transient analysis of grout penetration with time-dependent viscosity inside 3D fractured rock mass by unified pipe-network method

Z Sun, X Yan, R Liu, Z Xu, S Li, Y Zhang - Water, 2018 - mdpi.com
Grouting is widely used for mitigating the seepage of underground water and enhancing the
stability of fractured rock mass. After injection, the viscosity of the grout gradually increases …

A variable weight-based interval type-2 fuzzy rough comprehensive evaluation method for curtain grouting efficiency assessment

Y Zhu, X Wang, W Chen, H Guo, D Li - Neural Computing and Applications, 2022 - Springer
Curtain grouting efficiency evaluation is vital to ensure the safety and stability of dam
foundation constructions. However, the existing grouting efficiency evaluations rarely …

The propagation of grout in pipe networks

C Fidelibus, V Lenti - Computers & Geosciences, 2012 - Elsevier
In scientific literature, few contributions deal with modeling of grouting in fractured rocks. For
simulating the groundwater flow Discrete Fracture Networks (DFN) are now largely utilized …