摘要
考虑断续裂隙岩体加锚，提出一种损伤锚柱单元支护模型，并将该模型应用于三峡船闸高边坡，获得了较为满意的计算结果。
Considering bolted intermittent jointed rockmass, we propose a reinforcing model of damaged cylindrical bolt element in this paper. The mechanical model is applied to the high jointed slope of the Three Gorges Shiplock and some satisfactory results are obtained.
出处
《岩土力学》
EI
CAS
CSCD
1998年第4期19-24,共6页
Rock and Soil Mechanics
基金
国家自然科学基金
中国长江三峡工程开发总公司资助!59493600-3-3
关键词
断续裂隙
损伤锚柱单元
支护模型
裂隙岩体
intermittent joint cracks, damaged cylindric bolt element, stability during excavation unloading
