摘要
依据新疆某水电站右岸边坡现场勘察资料,结合倾倒变形体的岩层倾角,层间裂隙发育间距、岩体松弛程度、岩体结构、卸荷水平宽度、纵波波速和完整性系数等特征,对右岸高边坡岩体进行了强、弱卸荷带的分级,对边坡不同工况的稳定性进行计算和分析评价,对边坡不同区域提出治理措施。
Based on the site survey data of the right bank slope of a hydropower station in Xinjiang, combined with the dip angle of the deformable body, the spacing of the inter laminar fissures, the relaxation degree of the rock mass and the rock mass structure, the horizontal width of the unloading, the P-Sex coefficient and other characteristics, the right side of the high slope rock mass is graded the degree of strong and weak unloading belt, the stability of different conditions of the slope is calculated and analyzed, and proposed governance measures for different areas of the slope.
作者
黄兴喜
HUANG Xing-xi(Xinjiang Research Institute of Investigation ＆ Design of Water Conservancy ＆ Hydropower,Urumqi 830000,China)
出处
《水科学与工程技术》
2018年第3期85-88,共4页
Water Sciences and Engineering Technology
