安徽省宁国市山核桃种植区典型滑坡机制与稳定性分析——以石岭村滑坡为例
邓佳良1, 黄黄2, 王耀1, 李永明2, 吴昊1, 黄蒙1

Mechanism and stability analysis of typical landslide in pecan planting area of Ningguo City in Anhui Province: A case study of Shilingcun landslide
DENG Jialiang1, HUANG Huang2, WANG Yao1, LI Yongming2, WU Hao1, HUANG Meng1
宁国市山核桃种植区工程地质图[ 8 , 9 , 18 , 19 , 20 ] 1.中厚—巨厚层状碎裂状坚硬石英砂岩岩组; 2.中厚—厚层状较坚硬杂砂岩岩组; 3.薄层碎裂状较软弱粉砂质泥岩岩组; 4.中厚—厚层状强岩溶化坚硬灰岩岩组; 5.中厚—厚层中等岩溶化坚硬-较坚硬泥灰岩岩组; 6.巨厚层碎裂状坚硬流纹质凝灰熔岩岩组; 7.碎裂状坚硬花岗闪长岩岩组; 8.中厚—厚层碎裂状软弱泥质粉砂岩、砂砾岩岩组; 9.第四系碎石土、粉砂质黏土、黏土; 10.断层; ①.磨盘山向斜; ②.胡乐背斜; ③.梅林向斜; ④.绩溪—宁国墩复式背斜; ⑤.马川向斜; ⑥.关口复背斜; ⑦.猪槽山复向斜; ⑧.石岭头背斜; ⑨.大坞口向斜