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Gold Science and Technology ›› 2019, Vol. 27 ›› Issue (3): 385-397.doi: 10.11872/j.issn.1005-2518.2019.03.385

• Mining Technology and Mine Management • Previous Articles    

Connotation Differences and Research Progress of the Freeze-Thaw Damages of Rock and Rock Mass

Shikang QIN1,2(),Qingfa CHEN1,2(),Tingchang YIN1,2   

  1. 1. College of Resources,Environment and Materials,Guangxi University,Nanning 530004,Guangxi,China
    2. State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics, Chinese Academy of Sciences,Wuhan 430071,Hubei,China
  • Received:2018-06-06 Revised:2019-01-21 Online:2019-06-30 Published:2019-07-09
  • Contact: Qingfa CHEN E-mail:qinshikang@foxmail.com;chqf98121@163.com

Abstract:

The area of Chinese permafrost accounts for about 21.5 percent of the land area,ranking third in the world,and the permafrost area at high altitude accounts for about 80.6 percent of the permafrost area in China.Under the guidance of the national grand strategy,infrastructure construction in these areas has been greatly developed these years,but at the same time,the special geographical environment of the cold region puts forward a new test for the safety,stability and durability of rock mass engineering.In order to reduce the occurrence of engineering accidents and ensure public safety,it is of great significance to figure out the connotation differences and research progress of the freeze-thaw damages of rock and rock masses.By referring to the latest research results in the field of rock and rock masses freeze-thaw damage,the differences between rock and rock masses freeze-thaw damage are clearly defined,and the research status of freeze-thaw damage of rock and rock masses is systematically summarized and sorted out from three aspects:Physical and mechanical properties,freeze-thaw damage theory,constitutive model.It is found that the freeze-thaw damage mechanisms of rock and rock masses are remarkably different due to the various internal structures,spatial scales and distributions of fractures,and the corresponding criterions for damage evaluations are also different.From the perspective of connotations,the damage of rock results from the formation of microcrack and belongs to the microscopic scope(with a scale of millimeter or less),but the damage of rock masses is mainly influenced by fractures(with a scale of centimeter or more)and falls into the macroscopic scope.The current studies related to the freeze-thaw damages primarily focus on the intact rock blocks,and few researchers investigate the rock masses containing macroscopic fractures.Rock failure is due to the combined action of the frost heaves of in-situ and migratory water,and therefore the constitutive model of rock freeze-thaw damage is mainly built in the perspective of frost heave forces and fatigue damages.In the future,the influences of factures should be pay more attention.Starting from the microscopic scales,the mechanisms of water migrations and frost heaves and the laws of interaction in microcracks and fractures under the process of freeze-thaw cycles should be analyzed by laboratory experiments.Meanwhile,the constitutive model of freeze-thaw damage of the large-scale rock masses should be built by the numerical simulation and field tests.In this way,the evaluation system of freeze-thaw damage of rock and rock masses in cold regions could be formed.

Key words: rock and rock mass damage, spatial scale, freeze-thaw cycle, frost heave force, fatigue damage, constitutive model, frost heave mechanism, numerical simulation

CLC Number: 

  • TU45

Fig.1

Schematic of internal structure of rock mass"

Fig.2

Schematic of coagulation mechanism"

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