Damage Effect of Thermal Shock on the Heated Granite at Different Cooling Rates

Author:

Li Xiang1ORCID,Fan Xiaodong2,Tao Ming3,Yin Tubing3,Huang Si3ORCID

Affiliation:

1. School of Civil Engineering, Sun Yat-sen University, Zhuhai 519082, China

2. China Railway Engineering Equipment Group Co., Ltd., Zhengzhou 450016, China

3. School of Resources and Safety Engineering, Central South University, Changsha 410083, China

Abstract

This study investigates the affecting pattern of cooling rates on the physical and mechanical properties of granite at high temperature. The different cooling rates are realized by cooling the heated granite specimens in the air at room temperature, −60 °C, and −100 °C. Slow cooling in the unplugged furnace is also performed on an additional set of specimens as a reference group. Physical and mechanical tests are performed on the granite specimens after thermal shock treatments. The results indicate a decreasing trend of the dry density, P-wave velocity, strength, and fracture toughness, and an increasing trend of the porosity, as the heating level or the cooling rate ascends. The microscopic observation on the fracture surface of the tested specimens manifests the deteriorating effect of thermal shock with a higher cooling rate, where the transition from trans-granular and intra-granular fracturing to intergranular fracturing serves to explain the variation pattern of the properties obtained in the lab tests.

Funder

National Natural Science Foundation of China

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

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