Li et al., 2019 - Google Patents
Time-dependent empirical model for fracture propagation in soil groutingLi et al., 2019
- Document ID
- 8559415873880074294
- Author
- Li P
- Zhang Q
- Li S
- Zhang X
- Publication year
- Publication venue
- Tunnelling and Underground Space Technology
External Links
Snippet
The fracture grouting method has been widely adopted to strengthen weak rock masses around tunnels and other underground constructions. However, the current understanding of fracture mechanism, especially in relation to the fracture propagation process, is still limited …
- 239000002689 soil 0 title abstract description 103
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B43/00—Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells
- E21B43/25—Methods for stimulating production
- E21B43/26—Methods for stimulating production by forming crevices or fractures
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B49/00—Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells
- E21B49/08—Obtaining fluid samples or testing fluids, in boreholes or wells
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
- E02D1/02—Investigation of foundation soil in situ before construction work
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B49/00—Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells
- E21B49/006—Measuring wall stresses in the borehole
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/08—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
- G01N3/10—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces generated by pneumatic or hydraulic pressure
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/02—Details not specific for a particular testing method
- G01N2203/026—Specifications of the specimen
- G01N2203/0284—Bulk material, e.g. powders
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B33/00—Sealing or packing boreholes or wells
- E21B33/10—Sealing or packing boreholes or wells in the borehole
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Li et al. | Time-dependent empirical model for fracture propagation in soil grouting | |
Li et al. | Grouting effect on rock fracture using shear and seepage assessment | |
Zhai et al. | Fracturing mechanism of coal-like rock specimens under the effect of non-explosive expansion | |
Zhang | The stress–strain–permeability behaviour of clay rock during damage and recompaction | |
Seyedi et al. | “Transverse Action”–A model benchmark exercise for numerical analysis of the Callovo-Oxfordian claystone hydromechanical response to excavation operations | |
Jaworski et al. | Laboratory study of hydraulic fracturing | |
Xu et al. | Permeability evolution of sandstone under short-term and long-term triaxial compression | |
Fan et al. | Evaluation of permeability damage for stressed coal with cyclic loading: an experimental study | |
Wang et al. | 2D-numerical analysis of hydraulic fracturing in heterogeneous geo-materials | |
Bonini et al. | The mechanical behaviour of clay shales and implications on the design of tunnels | |
Au et al. | Factors affecting long-term efficiency of compensation grouting in clays | |
Cai et al. | A plastic strain-based damage model for heterogeneous coal using cohesion and dilation angle | |
Younessi et al. | Sand production simulation under true-triaxial stress conditions | |
Liang et al. | Response characteristics of coal subjected to hydraulic fracturing: An evaluation based on real-time monitoring of borehole strain and acoustic emission | |
Alsayed | Utilising the Hoek triaxial cell for multiaxial testing of hollow rock cylinders | |
Yu et al. | Triaxial test research on mechanical properties and permeability of sandstone with a single joint filled with gypsum | |
CN105938070A (en) | Multifunctional true triaxial rock drilling test system and test method for characterizing the characteristics of rocks | |
Chen et al. | Experimental and numerical study of granite blocks containing two side flaws and a tunnel-shaped opening | |
CN110346216A (en) | Three axis load testing machine of coal and rock and method in the case of a kind of simulation driving disturbance | |
Wang et al. | Creep behaviour of saturated purple mudstone under triaxial compression | |
Wei et al. | Experimental observation and numerical investigation on propagation and coalescence process of multiple flaws in rock-like materials subjected to hydraulic pressure and far-field stress | |
CN110441159A (en) | The simulation test device and method of borehole wall bearer properties under hydraulic coupling action | |
Pang et al. | Measurement of the coefficient of seepage characteristics in pore-crushed coal bodies around gas extraction boreholes | |
Le Pense et al. | A fully coupled damage-plasticity model for unsaturated geomaterials accounting for the ductile–brittle transition in drying clayey soils | |
Liu et al. | An in-situ slurry fracturing test for slurry shield tunneling |