Triaxial Compressive Strength, Failure, and Rockburst Potential of Granite
The mechanical behavior of granite subject to in-situ high-temperature conditions is different from that subjected to heating treatment (Sheng Qi Yang et al. 2020; Z. L. Wang et al. 2018). Some real-time high-temperature uniaxial com-pressive strength (UCS
Uniaxial Compressive Behavior of Granite at High Strain
Test Specimen · Here, we performed a series of uniaxial compression and Brazilian tensile strength measurements at a range of deformation rates in order to constrain the impact
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Effect of high temperature on dynamic compressive mechanical properties of granite
Liu and Xu (2014) studied the mechanical properties of granite at high temperatures using an SHPB test system and found that there is a critical temperature that causes structural changes and
· Flexural strength: MPa 5.9 (3 d) 7.7 (28 d) Compressive strength: MPa 27.4 (3 d) 45 (28 d) 2.2. Cement and Agent The cementitious material used in this study was conch 42.5 ordinary Portland cement with a 3-day
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The Effect of Laser Irradiation on the Compressive Strength of
pressive strength of the rock is a key factor of the technology. To reveal the weakening eect of the laser on the compressive strength of rocks, standard uniaxial compression
· The concrete compressive strength, flexure strength, and dynamic elastic modulus were reduced by 3.31, 3.28, and 3.28%, respectively, at the 10% inclusion of dolomite production waste than that of
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· The thermal effect (25–600 °C) on both physical and mechanical parameters of granite was studied. •. A threshold temperature range of rock was found and heating rate was recognized by multiple tests. •. Experiments demonstrate crack propagation stress threshold ratios of granite after high thermal treatment. •.
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· As a material for famous historical underground rock caverns, Longyou sandstone (LS) may fail under the combination of high loading rate and high temperature. The thermal damage induced by various heat-treatment temperatures (150, 250, 350, 450, 600 and 850 °C) is first characterized by X-ray Micro-computed tomography (CT)
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Mechanical properties and acoustic emission characteristics of
6 · The results indicate that the compressive strength of mixed granite is greatly affected by freeze‒thaw cycling. Additionally, as shown in Fig. 7, the defects within the
Rate-dependence of the compressive and tensile strength of granites
pressive strength tests. Discs were used for density measure-ments and for Brazilian tensile strength measurements. Sam-ples were dried for 48h at 60 C and stored in a desiccator until utilised for testing. 2.2 Density and porosity For the 36 cores and discs of
The Effect of Laser Irradiation on the Compressive Strength of Granite
In this study, considering the efect of laser irradiation on the compressive strength of rocks, standard uniaxial compres-sion tests were conducted on Shenyang ultra-hard granite, and this quantified the efect of laser parameters on the
· pressive strength tes t, and assume crack length equal to the grain size, en, by increasing the second root in verse and mineral deterioration on the strength o f granitic dimen-sional stones
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· During experiment ultra-light weight concrete with 700 kg/m3 and up to 3.33 MPa was created. According to the experiment results, waste of granite dust can be properly utilised in production of
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· The strength of the blocks increases with increase in quarry dust partial replacement of sand. However, for the mix ratios employed, it is noted that 15% partial replacement of sand with quarry
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(PDF) The Effect of Sea Water on the Compressive Strength of
Testing Compressive Strength : The compressive strength test was performed on the concrete cubes, tested at the curing age of 7, 14, 21, 28 and 90days using the compression testing machine. The cube was placed between the compressive plates parallel to the surface and then compressed at uniform rate (without shock) until failure occurred.
· strength 28, 56 and 90 days. Durability s tudy on chloride attac k was also studied and pe rcentage of weight l oss is compared. with normal concrete. Test results indicate that use of granite
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· Block punch index, point load strength, Schmidt rebound hardness, ultrasonic P-wave velocity, effective porosity, density and uniaxial compressive strength of three rock types (i.e. granite, schist and sandstone) were
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· In order to improve the crushing efficiency of drilling machinery, laser-assisted mechanical rock-breaking technology has gained wide attention in the field of engineering construction. In this method, the weakening effect of the laser on the compressive strength of the rock is a key factor of the technology. To reveal the
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· Armaghani et al. [19] used artificial neural networks (ANN) for the prediction of uniaxial compressive strength of granite using two non-destructive test indices such as effective porosity and the
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· In thi s in vestigation Granite Slurry (GS) was used as partial substitute in proportions varying from. 5% to 20% by weight to cement in concrete and tested for compressive strength, tensile
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· The Bukit Timah Granite, formed from a large body of intruded acidic magma in the early to middle Triassic (250-235 Myr) (Wu et al., 2000), covers around one third of Singapore island.It is
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A study of the chemical effect of marble and granite slurry on green mortar compressive strength
pressive strength of the concrete mix decreased. This was referred to the lack of combination between the CSH gel and the granite marble wastes during the hydra-tion process leading to a weak micro-structure of concrete. Bakhoum et al. (2017) presented a
The Effect of Laser Irradiation on the Compressive Strength of Granite
It can be seen that with the increase of laser power, the elastic modulus of granite shows a trend of slow decrease and then rapid decrease. For instance, when the irradiation time is 5 s, ELaser. slowly decreases to 76.4 GPa, and the decrease rate is only 13.5%. However, when the irradiation time increases to 10 s,
UNIAXIAL COMPRESSIVE STRENGTH OF MALAYSIAN WEATHERED
effects of cyclic loading, the maximum percentage reduction of strength for Grade II, Grade III, and Grade IV granite were recorded as 13.50 %, 15.15 %, and 16.30 % respectively.
· pressive strength is shown in Figure 3c. The un iaxial compressive strength was decreased from 130 to 54 MPa when the laser beam ’s moving speed was reduced from 4 – 0.5 mm/s
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· Deep underground rock tunnels and caverns in mountainous areas are often subjected to the coupling impacts of high geo-stresses and high-ground temperature that can threaten the stability of rock masses. This paper presents an experimental study of strength, deformation, and failure as well as energy evolution characteristics for
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· Uniaxial compressive strength (UCS) of rock is crucial for any type of projects constructed in/on rock mass. The test that is conducted to measure the UCS of rock is expensive, time consuming and having sample restriction. For this reason, the UCS of rock may be estimated using simple rock tests such as point load index (I s(50)), Schmidt
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· The results show that Epoxy granite composite with granite to epoxy ratio of 80:20% wt. induced the highest compressive strength (72.15 MPa) while the composite with the ratio of 85:15% wt
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