Research on the Cavern Stability and Rock Fracture with Different Joint Groups

Hai Ping Ma; Wei Shen Zhu; Song Yu; Jing Wang

doi:10.4028/www.scientific.net/AMM.188.96

Paper Titles

Study on the Evaluation Method of Subgrade Settlement Caused by Structure Layer of the High-Speed Railway
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Study on Triaxial Creep Experiment of Beishan Granite under Low Confining Pressures
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Determination of Ultimate Filling Height of Slag Subgrade with FEM Modelling
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The Numerical Solution of Richards Equation Using the Lattice Boltzmann Method
p.90

Research on the Cavern Stability and Rock Fracture with Different Joint Groups
p.96

Study on the Mechanisms of Hydraulic Fracturing Crack Initiation and Propagating
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Quasi-Static Test of Reinforced Concrete Shear Wall with Low Concrete Strength and Reinforcement Ratio
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The Effect to Structure due to SSI
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A Residential Building Crack Test and Construction Safety Assessment
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 188Research on the Cavern Stability and Rock Fracture...

Research on the Cavern Stability and Rock Fracture with Different Joint Groups

Abstract:

The numerical simulation using DDARF was carried out to analysis the rock samples with two and four cracks under uniaxial loading condition. Contrastive research was made about the fracture process analysis of rock mass with joints sets at the three different angles. The rock stability with difference of joint rock mass was compared when the lateral coefficient of initial stress varied. It is shown that distribution of joint groups will bring effects on rock surroundings in controlling deformation, stress status and stability.

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Periodical:

Applied Mechanics and Materials (Volume 188)

Pages:

96-100

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.188.96

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Online since:

June 2012

Authors:

Hai Ping Ma, Wei Shen Zhu, Song Yu, Jing Wang

Keywords:

Angle of Joints, Cavern Stabililty, DDARF Method, Lateral Initial Stress, Rock Fracture

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References

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