城市地质2024，Vol.19Issue(2)：149-157,9.DOI:10.3969/j.issn.2097-3764.2024.02.002
北京石景山功碑阁西侧陡壁崩塌地质灾害特征及治理方案
Characteristics and treatment of collapse geological disaster near Gongbei Pavilion,Shijingshan,Beijing
樊金桂1
作者信息
- 1. 北京市矿产地质研究所,北京 100050
- 折叠
摘要
Abstract
The geological hazard site of the collapse is located on the steep wall of the overhanging cliff to the west of Shijingshan Mountain GongBei Pavilion in Shijingshan District,Beijing.The main direction of the mountain is N34°W-S34°E.There are in-termittent steep rock walls parallel to the ridge near the west side of the ridge,covering a length of about 170 m.The joints and cracks on the rock walls are extremely developed.It is believed that once it collapses,it will seriously affect the safety of pedestri-ans on the landscape path below and the existing"Fengsha Line Railway"at the foot of the mountain.Based on the actual site con-ditions and engineering experience,and through comparative analysis,the comprehensive treatment plan of"full range lattice an-choring"was ultimately selected.Implementation of this plan has resulted in disaster reduction and ensured the safety of people's lives.关键词
石景山山体/功碑阁西侧陡壁/崩塌地质灾害/格构锚固/治理方案Key words
Shijingshan Mountain/GongBei Pavilion/rockfall geological disaster/lattice anchorage引用本文复制引用
樊金桂..北京石景山功碑阁西侧陡壁崩塌地质灾害特征及治理方案[J].城市地质,2024,19(2):149-157,9.
