This paper describes a study carried out to determine the potential reactivity of aggregates in the state of Chihuahua, México. The methodology development take into account: physiography, geology, climate, and hydrology, for chose sites for testing. 46 sites were analyzed: 22 gravel and 24 sand. According to the results of petrographic examination and X rays diffraction, 100% sites have mineral reactive like chalcedony, quartz crystalline, lithic rhyolites, andesites. The results of ASTMC 289 in sands indicates: 10 sites innocuous, 12 potentially reactive, and 2 reactive. In course aggregates indicates: 4 banks reactive, 11 potentially reactive and 7 innocuous. The ASTMC 1260 was used in 13 sands sites and 12 course aggregates, previously classified according to ASTM 289 like: 11 sands potentially reactive, 2 sands reactive, 10 gravels potentially reactive and 2 course aggregate reactive. The new classification results 10 sands sites reactive, 1 sand potentially reactive, 2 sands innocuous, 6 gravels sites reactive, 3 gravels sites innocuous and 3 gravels sites potentially reactive.

  • INTRODUCTION

  • EXPERIMENTAL

  • RESULTS AND DISCUSION

  • CONCLUSIONS

  • ACKNOWLEDGMENTS

  • REFERENCES

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