Rocks decay significantly during or after heating-cooling cycles, which can in turn lead to hazards such as landslide and stone building collapse. nevertheless, the deterioration mechanisms are unclear. this paper presents a simple and reliable method to explore the mechanical property evolutions of representative sandstones during heating-cooling cycles. It was found that rock decay takes place in both heating and cooling processes, and dramatic modulus changes occurred near the α − β phase transition temperature of quartz. Our analysis also revealed that the rock decay is mainly attributed to the internal cracking. the underlying mechanism is the heterogeneous thermal deformation of mineral grains and the α-β phase transition of quartz. The mechanical properties of rocks are significantly affected by heating-cooling cycles 1-7 , which in turn can dramatically increase the risk of landslide 8 , rockfall 2 and stone building collapse 9 during or after fire-related accidents. This has been evidenced by many landslide events after the extreme 2003 wildfire in the southern interior of British Columbia (Canada) 10 , and by the fire-induced loss of about one historic stone building in the European Union each day 11. Revealing rock deterioration mechanisms has become critical for developing fire rescue scheme and for establishing criteria of post-fire hazard assessment. Furthermore, deep understanding of the rock deterioration mechanisms is the key to conducting thermally assisted excavation/drilling in mining engineering 12 , to the extraction of geothermal energy 13 , and to evaluating the geological conditions in geosciences 2,14. Some studies on the property changes of heat-treated rocks have been reported, mainly focusing on the density, porosity, permeability, compressional wave velocity, strength and modulus 4-6,15-18. The types of rocks studied include sandstones 4-6,19 , granite 15-17 , Marble 6 and limestone 6,18. It was found that when the heat treatment temperature T ht is below 250 °C, the physical and mechanical property changes are very small 4-6,15-18. However, if T ht is greater than 250 °C, significant rock deterioration can occur and new cracks and pores can be observed in post-heat treatment rocks 4-6,15-18. It was suggested that the α − β phase transformation of quartz would have contributed to the deterioration of quartz-rich rocks 20,21. In these studies, however, most of the property and structure characterizations were conducted either before or after a heat treatment. Quantitative characterization of the deterioration process and the effects of thermal expansion/shrinkage and the α-β transition of quartz are not available. It is unclear how an individual factor influences the mechanical properties of a rock-the key knowledge-base for developing fire rescue schemes and for establishing reliable criteria of post-fire hazard assessment. Young's modulus is an important mechanical property measure of rocks, and has been widely used in rock engineering design 3. The Young's modulus of a rock can dec...