Study of formation mechanism of floor heave at goaf side of roadway and prevention technology
|更新时间:2026-06-25
|
Study of formation mechanism of floor heave at goaf side of roadway and prevention technology
Vol. 32, Issue S2, (2011)
作者机构:
山东科技大学 资源与土木工程系,山东,泰安,271019
作者简介:
基金信息:
DOI:
CLC:TU433
Online First:26 August 2011,
Published:2011
稿件说明:
移动端阅览
CHU Ming-xiang, WANG Qing-biao, XIA Jun-min. Study of formation mechanism of floor heave at goaf side of roadway and prevention technology[J]. 2011, 32(S2).
DOI:
CHU Ming-xiang, WANG Qing-biao, XIA Jun-min. Study of formation mechanism of floor heave at goaf side of roadway and prevention technology[J]. 2011, 32(S2).DOI:
Study of formation mechanism of floor heave at goaf side of roadway and prevention technology
The floor heave of deep goaf side coal roadway has bocome increasingly common and serious phenomenon; it has important affection on carriage and normal use of roadway
and the prevention technology research of the floor heave has become the key of coal mine rock mechanics problems at present. Through theoretical analysis
numerical simulation and field tests
a detailed search has been done on the floor heave characteristic of goaf side of roadway
the formation reasons
the formation mechanism and control technology. It is concluded as follows. (1) The floor heave of goaf side has some connection with the floor lithologic and floor strata stress distribution. (2) The roadway floor ruptures、uplifts and the floor corner moving outward in serious circumstances are the major cause of the floor heave formation. (3) The floor heave starts at the floor corner and the central part of roadway. (4) Using the hollow bolt grouting and high-strength bolt jointed support technology can control effectively the floor heave of goaf side of roadway.
Coupling mechanism of seepage and heat transfer in rock fracture based on physics-informed neural networks
Influence of construction gap on the force of steel lining in compressed air storage cavern
Stability and failure mode analysis of tunnel face in composite ground with upper sand and lower clay layers
Characterization method for the three-dimensional soil cutting failure surface based on damage energy dissipation
Pullout simulation on fully grouted rock bolts based on residual shear strength
Related Author
WANG Zhi-liang1
XIAO Zhi-huan1
SHEN Lin-fang1
LI Shao-Jun2
ZHANG Gui-min
SUN Wen-qing
ZHU Ze-fan
SU Yong-kang
Related Institution
Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology
State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
School of Mechanics and Civil Engineering, China University of Mining and Technology
State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, China University of Mining and Technology