Ditapis dengan
SP 261-15 Analysis of the Relation between Hydration Heat and Autogenous Shr…
This paper presents an analysis method for histories of hydration heat and autogenous shrinkage at early ages is suggested in this study. The early age properties and the relation between hydration heat and autogenous shrinkage of high-strength concrete were investigated. In the results, most autogenous shrinkage of high-strength concrete occurred in a few days after casting. The shape of autog…
Effect of Slurry Clogging Phenomena on the Face Stability of Slurry-Shield Tu…
In this paper, the slurry penetration was assessed by soil-filter clogging theory to understand the rheological characteristic. The coefficient of fine particle deposition, represented as an indicator of slurry clogging during tunnel construction, was estimated through several series of modeling experiments. Experimental results showed that the ratio of infiltration velocity to the coefficient …
The Costs of Urban Drainage Systems
Traditionally, little attention is explicity paid to costs in the design of urban drainage systems. Designers usually follow design manuals, guidelines, text books, and often " engineering judgment " to design drainage systems. Whether the design adopted is a least cost one is usually not explored. LOKASI: Ruang Koleksi Umum Rak: 4
Low Cost Wireless Sensor Networks for Continuous Bridge Monitoring
Continuous monitoring wireless sensor networks (WSN) are considered as one of the most promising means to harvest information from large structures in order to assist in structural health monitoring and management. At the same time, continuous monitoring WSNs suffer from limited network lifetimes, since they need to propagate large amounts of data over regular time intervals towards a single…
Ground Improvement and Geosynthetics
Proceedings of sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010. Hosted by Tongji University, China; Shanghai Society of Civil Engineering, China; Chinese Institution of Soil Mechanics and Geotechnical Engineering, China. In cooperation with Alaska University Transportation Center, USA; Geo-Institute of ASCE, USA; Deep Foundation Institute, USA; East China Architectural Des…
