Floor Heave Controlling Technology of Deep Soft Rock Roadway

Zhan Jin Li; Shi Bo Li; Xue Li Zhao

doi:10.4028/www.scientific.net/AMM.170-173.68

Paper Titles

Study on the Settlement Characteristics of Inclined Single Pile Subjected to Inclined Loadings
p.52

Influence of Engineering Dewatering on Soft Soil’s Density Characteristics
p.56

On the Bearing Capacity Parameters of a Single Pile of Hammering Sunk Shaft Rammer Pile
p.60

The Improved Soil Model of Finite Compressible Layer
p.64

Floor Heave Controlling Technology of Deep Soft Rock Roadway
p.68

Foundation Bearing Capacity Should Include Deformation in the Design
p.72

The Study of the Quantity of Wave Speed in Low Strain Integrity Testing of Foundation Pile
p.77

Microscopic Analysis of Sand Shear Band in Direct Shear Test Based on Particle Flow Theory
p.83

Work Mechanisms of Pile Foundation in the Karst Region
p.88

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Floor Heave Controlling Technology of Deep Soft...

Floor Heave Controlling Technology of Deep Soft Rock Roadway

Abstract:

The floor heave is one of soft rock roadway distortion. Based on soft rock supporting theory and engineering practice, the program bolt-mesh-anchors and floor corner, bolts coupling support to control floor heave of the soft rock roadway is proposed. Numerical simulation results show that bolt-anchors can mobilize the strength of the deep adjacent rock, at the same time, and properly arranged floor corner bolts with high bending rigidity can cut the slip-line field and achieve the goal of controlling floor heave effectively.

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Periodical:

Applied Mechanics and Materials (Volumes 170-173)

Pages:

68-71

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.170-173.68

Citation:

Cite this paper

Online since:

May 2012

Authors:

Zhan Jin Li, Shi Bo Li, Xue Li Zhao

Keywords:

Deep Level, Floor Corner Bolts, Numerical Simulation, Soft Rock Roadway

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References

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