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Cited by 256 publications
(79 citation statements)
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References 21 publications
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“…∘ C, where they are allowed to thaw for 4 hours [8]. All the samples are provided as saturated samples and are divided into 5 groups with 25 samples, and five different numbers of freeze-thaw cycles, 0, 20, 60, 100, and 140, are selected.…”
Section: Freeze-thaw Testsmentioning
confidence: 99%
See 1 more Smart Citation
“…∘ C, where they are allowed to thaw for 4 hours [8]. All the samples are provided as saturated samples and are divided into 5 groups with 25 samples, and five different numbers of freeze-thaw cycles, 0, 20, 60, 100, and 140, are selected.…”
Section: Freeze-thaw Testsmentioning
confidence: 99%
“…Beier and other scholars have verified that the mechanical properties of rock are severely affected by freeze-thaw cycles, leading to the appearance of nonconventional rock failure phenomena [4,5]. Many experimental studies have been conducted to investigate the deterioration of physical and static mechanical properties of various rocks under different freeze-thaw cycles [6][7][8][9][10][11], including density, porosity, P-wave velocity, point load strength, elastic modulus, negative Poisson's ratio, and uniaxial compressive strength (UCS).…”
Section: Introductionmentioning
confidence: 99%
“…The two kinds of rocks showed micro cracks after many cycles and the influence of the freeze-thaw cycles on the rock weathering and the variation trend of the physical and mechanical parameters of the rock subject to these cycles. Tan et al (2011) carried out the test of granite subject to 150 freeze-thaw cycles at the temperature of -40°C~40°C, and studied the axial strain, compressive strength and confining pressure as functions of cycle count. The mechanical properties of rock under low temperature and freeze-thaw environment were studied systematically .…”
Section: Sifat Mekanik Jisim Batuan Retak Bergantung Kepada Struktur mentioning
confidence: 99%
“…This model explains decrease in index property of a deteriorated rock depending on its initial engineering property and porosity of rock with the coefficients for a specific index property. Tan et al [4] investigated the degradation in the mechanical properties of granite as a function of freeze-thaw cycles by uniaxial and triaxial compression tests. Yang [5] Gengshe derived the damage evolution equations of freeze -thaw and loaded rocks, and then analyzed microscopic structure damage; Mu Jianqiao [6] analyzed freezethaw damage failure mechanism of the quanlity of the rock by macro analyzing method.…”
Section: Introductionmentioning
confidence: 99%
“…Many researchers have studied the damage evolution mechanisms of rock mass [2][3][4][5][6] . Using the decay constant (λ) and half-life (N1/2) parameters, Mutlutürk [2] proposed a decay model that fitted the test results well; Yavuz et al [3] established a model equation for estimating the index properties of deteriorated carbonate rocks due to freeze-thaw cycles.…”
Section: Introductionmentioning
confidence: 99%