Study on Demolition Blasting of TGPs Ⅲ-Phase Upstream RCC Cofferdam
Three Gorges Projects Ⅲ-phase upstream roller compactions concrete cofferdam demolition used the cofferdam center-section 380 meters rave about blasting by prefab coyote hole combination with the beginnings and ends using deep-hole blasting . The design of blasting parameters and biasing network of the cofferdam demolition is introduced in detailed. The construction and blasting result of the cofferdam demolition is introduced simply.
three gorges project(TGP) roller compactions ooncrete( RCC) cofferdam demolition blasting design blasting parameters blasting result
ZHAO Gen WU Xinxia CHEN Dunke ZHANG Zhengyu
University of Science and Technology of China, Hefei, Anhui, China;Changjiang River Scientific Resea Changjiang River Scientific Research Institute, CWRC, Wuhan , Hubei, China Changjiang Institute of Survey Planning Design and Research , CWRC, Hubei Wuhan, China
国际会议
The Asian-Pacific Symposium on Blasting Techniques(亚洲太平洋地区爆破技术研讨会)
昆明
英文
263-268
2007-05-08(万方平台首次上网日期,不代表论文的发表时间)