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Theory and Application of System Integration for Real-Time Monitoring of Core Rock-Fill Dam Filling Construction Quality 被引量:2
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作者 崔博 钟登华 《Transactions of Tianjin University》 EI CAS 2012年第3期173-179,共7页
The theory and method of system integration for the real-time monitoring of core rock-fill dam filling con- struction quality are studied in this paper. First, the importance analysis of system integration factors is ... The theory and method of system integration for the real-time monitoring of core rock-fill dam filling con- struction quality are studied in this paper. First, the importance analysis of system integration factors is carried out with the analytic hierarchy process. Then, according to the analysis result of integration factors, the conceptual model of system integration is built based on function integration, index integration, technology integration and information integration, the index structure of core rock-fill dam filling construction quality control is constructed and the method of function integration and technology integration is studied. The mathematical model of process monitoring is built according to monitoring objective, process and indexes. Research results have been applied in Nuozhadu core rock-fill dam construction management, realizing system integration through building appropriate monitoring work flow and comprehensive information platform of digital dam. 展开更多
关键词 core rock-fill dam filling construction quality real-time monitoring system integration conceptualmodel mathematical model
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Simulation of filling construction of permeable geosynthetic tubes 被引量:6
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作者 Wei-chao LIU Yi-ping ZHANG +1 位作者 Tao LI Ya-nan YU 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2010年第6期425-431,共7页
The filling construction of permeable geosynthetic tubes is considered.First,an analytical approach is developed to determine the internal pressure,tension and shape of the cross section of a geosynthetic tube based o... The filling construction of permeable geosynthetic tubes is considered.First,an analytical approach is developed to determine the internal pressure,tension and shape of the cross section of a geosynthetic tube based on its volume.An analytical solution for the drainage rate of the tube is then derived.The course of the filling construction is divided into several time intervals and the volume of the tube after each interval is obtained from the equilibrium of flow calculated from the drainage rate and filling rate.The validity of our analytical approach is tested by comparing our results with previously published experimental result.The results of this comparison indicate that our method is applicable for simulating the filling construction of permeable geosynthetic tubes. 展开更多
关键词 Geosynthetic tube filling construction SIMULATION Volume of the tube Drainage rate
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GPS Real Time Supervisory System and Application in the Construction of Face Rockfill Dam 被引量:2
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作者 HUANG Shengxiang LIU Jingnan ZENG Huai’en 《Geo-Spatial Information Science》 2005年第4期240-246,共7页
According to the quality control needs of filling construction of the face rockfill dam, by means of the global satellite positioning technology, the wireless data communication technology, the computer technology and... According to the quality control needs of filling construction of the face rockfill dam, by means of the global satellite positioning technology, the wireless data communication technology, the computer technology and the data processing and analysis technology, and integrating with the roller compaction machine, the GPS real time supervisory system is developed in this paper. It can be used to real timely supervise the construction quality of the roller compaction for filling engineering. The composition and applied characteristics of GPS system, and the key technique problem and solution of the design are discussed. The height accuracy of GPS system is analyzed and the preliminary application is introduced. 展开更多
关键词 GPS filling construction quality control integrated system face rockfill dam
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