摘要
本文采用链杆法对岩基中的单根垂直锚杆及锚杆群进行了分析,得出了锚杆-岩基相互作用的位移影响系数,所得结果可用于求解底板-锚杆-岩基的相互作用问题。
In this paper, the Rigid Bar Method is used to analyse the vertical anchor bar and piles in the rock foundation. The displacement effect coefficients for interaction of the anchor bar and the rock foundation are presented. These coefficients may be used to solve the interaction problem of plate, anchor bar and rock foundation.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
1991年第5期54-63,共10页
Chinese Journal of Geotechnical Engineering
