摘要
结合软岩巷道支护的基本原则和锚杆加固的压力拱理论,介绍了软岩巷道全断面锚注加固,并结合实际研究了锚杆加固中锚杆的布置参数和注浆参数。
Combining the basic principle of support in the soft-rock laneway and the theory of pressure-arch, this article introduces the theory of fully bolting-grouting reinforcement, and associating the practice, brings forward to the parameters of bolting and serosity of bolting-grouting reinforcement in soft-rock.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2003年第S2期267-270,共2页
Rock and Soil Mechanics
关键词
软岩
压力拱理论
锚注加固
锚杆布置参数
注浆浆液
soft-rock
theory of pressure arch
bolting-grouting reinforcement, disposal-parameter of bolting, serosity of injection- grouting.