Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education Department of Geotechnical Engineering Tongji University Shanghai 20092 China;
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education Department of Geotechnical Engineering Tongji University Shanghai 20092 China;
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education Department of Geotechnical Engineering Tongji University Shanghai 20092 China;
high rock slope; reinforced system; optimization; prestressed cable; seismicity;