摘要
通过对某变电站护坡的现状缺陷进行检测,发现护坡存在大量的表观裂缝,将护坡的浆砌片石局部凿开后发现护坡裂缝处土体存在流失现象,且呈发展状态,根据缺陷情况分析缺陷产生的原因,并对其进行了危害分析。
Through the inspection of the current defects of slope protection in a substation,it is found that there are a large number of apparent cracks in the slope protection,and the phenomenon of soil loss at the crack of slope protection is found after local chiseling of slurry flake stone for slope protection,and it is in a developing state.The causes of defects are analyzed according to the defects,and its harm is analyzed.
作者
许家文
侯晋杰
赵星
Xu Jiawen;Hou Jinjie;Zhao Xing(Shanxi Academy of Building Research Co.,Ltd.,Taiyuan 030001,China)
出处
《山西建筑》
2021年第4期52-54,共3页
Shanxi Architecture
关键词
护坡
浆砌片石
裂缝
塌方
slope protection
masonry
cracks
landslides