Abstract：
The side slope of Haizigou Water Plant is located in the 8-magnitude earthquake zone, where there is complex geological conditions, alternative sandstone and mudstone, as well as clay gouged intercalation with uneven thickness. To assess the stability of the site, three-dimensional modeling analysis was carried out for the side slope in this area; two-dimensional calculation was conducted to verify the representative areas based on the distribution of rock mass structure plane. It was shown that two-dimension and three-dimension calculation results are basically same with each other and with the monitoring data obtained after application.
TANG Ying-dong,JI Qiao-wei,JIANG Lan et al. STABILITY ANALYSIS AND CALCULATION OF CLAY GOUGED INTERCALATION SLOPE[J]. Architecture Technology, 2015, 46(9): 782-785.
