LOKASI: Ruang Koleksi Umum Rak 3
The additional pile response due to the creep behavior of the soil is disadvantageous to the safety of pile. However, in the current studies for considering the creep behavior of the soft soil, the pile response induced by the long-term settlement of soil is seldom investigated. This paper mainly discusses the pile response during the excavation and operation periods considering the creep behav…
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…
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 …
International Seminar On Bridge Engineering And Management In Asian Countries. Technical Paper
Proceedings Of The First International Conference On Computing In Civil Engineering
Low temperature property of asphalt mixture has been one of the worldwide focuses in pavement research. This paper focuses on property of stone matrix asphalt (SMA), mastic asphalt (MA) with that of epoxy asphalt mixture, which are currently widely used in steel bridge deck pavement. During calculation, a three-parameter solid model is employed with its corresponding parameters obtained by nonl…