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安康水电站厂房坝段深层抗滑稳定试验主要研究人员:河海大学沈家荫施凤达吴宏明工作起止时间:1985年—1986年3月该试验模型完全用严格的相似理论设计与制作。应力是用结构中心新引进的 UCAM—8型自动记录应变仪量测,位移用千分表、百分表量测。试验分两种情况进行:(1)缓倾角软弱夹层通过混凝土大齿槽;(2)缓倾角软弱夹
Ankang Hydropower Station dam section of the deep anti-skid stability test Principal Investigator: Hohai University Shih-Yin Shi Fengda Wu Hongming Start and end of work: 1985 - March 1986 The experimental model completely rigorous similarity theory design and production. The stress is measured by the newly introduced UCAM-8 Automatic Strain Gauge Transducer in the Structure Center. The displacement is measured with dial indicator and dial indicator. The experiment is divided into two cases: (1) gentle dip weak intercalation through the large groove of concrete; (2) gentle dip weak clip