Continuous monitoring of setting and hardening of mortar and concrete
By H. Reinhardt, Christian Ulrich Grosse. 2004
296 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanical Engineering, Ocean Engineering
View Paper: https://www.semanticscholar.org/paper/f52c0237ed7a58a14c35e66fd91e11f75b99962d
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In Civil and Structural Engineering
In Mechanical Engineering
In Ocean Engineering
Citations in the corpus
- Possibilities of using the ultrasonic wave transmission method to estimate initial setting time of cement paste (2008, unknown): “Reinhardt et al. [4, 5] evaluated changes in the material properties associated with concrete aging by using the velocity of elastic waves, energy, and frequency distribution of obtained waves.”
- Ultrasound monitoring of the influence of different accelerating admixtures and cement types for shotcrete on setting and hardening behaviour (2005, methodology): “Practical experience showed that the final setting time could be defined by an ultrasound velocity of 1500 m/s [11].”
- Comparison of ultrasonic wave transmission and reflection measurements with P- and S-waves on early age mortar and concrete (2005, methodology): “A schematic of the container used for the wave transmission measurements with mortar is shown in Fig. 1. The method is protected by a US-patent [5] and further details about this test setup and its application are given in [ 6 ].”
- Microstructure and mechanical properties of β-hemihydrate produced gypsum: an insight from its hydration process (2011, methodology): “More detailed information about the FreshCon system and the measurement procedure was presented in [18].”