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Effects of 3D deformation and nonlinear stress–strain relationship on the Brazilian test for a transversely isotropic rock

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Journal of Rock Mechanics and Geotechnical Engineering 2023年第12期15卷 3221-3229页

作者： Juhyi Yim Yoonsung Lee Seungki Hong Ki-Bok Min R&D Center Hyundai Engineering and Construction75Yulgok-roJongno-guSeoulRepublic of Korea Department of Energy Systems Engineering and Research Institute of Energy and Resources Seoul National University1Gwanak-roGwanak-guSeoul08826Republic of Korea

To improve the accuracy of indirect tensile strength for a transversely isotropic rock in the Brazilian test, this study considered the three-dimensional (3D) deformation and the nonlinear stress–strain relationship. A parametric study of a numerical Brazilian test was performed for a general range of elastic constants, revealing that the 3D modeling evaluated the indirect tensile strength up to 40% higher than the plane stress modeling. For the actual Asan gneiss, the 3D model evaluated the indirect tensile strength up to 10% higher and slightly enhanced the accuracy of deformation estimation compared with the plane stress model. The nonlinearity in stress–strain curve of Asan gneiss under uniaxial compression was then considered, such that the evaluated indirect tensile strength was affected by up to 10% and its anisotropy agreed well with the physical intuition. The estimation of deformation was significantly enhanced. The further validation on the nonlinear model is expected as future research.

关键词： Anisotropy Transversely isotropy Brazilian test indirect tensile strength Nonlinearity 3D modeling

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Ultraviolet Radiation Aging of Tafpack-Super Modified Porous Asphalt Concrete

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武汉理工大学学报 2010年第17期32卷 206-209页

作者： HONG W H WU S P XIE J CCCC Second Highway Engineering Co.Ltd Xi'an 710000China Key Laboratory of Silicate Materials Science and Engineering Wuhan University of TechnologyWuhan 430070China

Ultraviolet aging of porous asphalt concrete is more serious than that of dense-grade concrete,attributing to its relatively high air void structure. And Tafpack-Super (TPS) is widely used as an asphalt viscosifier. For the purpose of determining the effect of TPS content on resistance to ultraviolet aging,TPS powder was added to base asphalt in various weight ratios (0%,4%,8%,12% and 16%). After mixing,the loose mixtures were short-term aged and then put in the Indoor Accelerated Ultraviolet Radiation Aging Oven for several particular times and then were compacted by Gyratory Compactor at 20%±2% air void. The specimens were tested and recorded by means of indirect tensile strength (ITS) to quantify the aging extent. The results show that 8% TPS by weight is the optimum content of base asphalt on resistance to ultraviolet aging. And the ITS of mixtures with different binder reach a peak value for approximately 2 h ultraviolet irradiation.

关键词： tafpack-super ultraviolet radiation ageing indirect tensile strength

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Mechanical Properties of Sustainable,Self-healing Porous Asphalt Concrete

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武汉理工大学学报 2010年第17期32卷 22-25页

作者： LIU Q T ERIK SCHLANGEN MARTIN V D V MARCO POOT Micromechanics Laboratory Delft University of Technology2628 CN Delftthe Netherlands Road and Railway Engineering Delft University of TechnologyCiTG2628 CN Delftthe Netherlands

Long lifetime sustainable porous asphalt concrete containing steel fibers was designed. The material is self healing in such a sense that some external stimulus is needed in the form of heating by induction energy. Steel wool was added to porous asphalt concrete to enhance its electrical conductivity and induction heating was applied to increase the temperature to heal the micro-cracks and repair the bonding between aggregate and binder. The main purpose of this paper is to examine the mechanical properties of this sustainable porous asphalt concrete including indirect tensile strength,work of fracture,particle loss resistance and water sensitivity. It is found that adding steel fibers to porous asphalt concrete to increase the healing performance also can improve its overall mechanical properties.

关键词： conductive porous asphalt concrete steel fibers indirect tensile strength particle loss water sensitivity

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Evaluation of asphalt mixture behavior incorporating warm mix additives and reclaimed asphalt pavement

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Journal of Traffic and Transportation Engineering(English Edition) 2018年第3期5卷 181-196页

作者： Seyed Reza Omranian Meor Othman Hamzah Lillian Gungat Sek Yee Teh School of Civil Engineering Universiti Sains Malaysia Engineering Campus Civil Engineering Programme Faculty of Engineering Universiti Malaysia Sabah

Incorporation of warm mix asphalt （WMA） and reclaimed asphalt pavement （RAP） has benefited the asphalt industry in many ways such as reducing the demand for virgin materials, lowering energy requirement during the asphalt production and construction, in addition to reducing greenhouse-gas emissions. This study evaluated the effects of Evotherm and RH-WMA and RAP on mixtures＇ behavior in terms of the compaction energy index （CEI）, indirect tensile strength （ITS） and resilient modulus. The results showed that warm mix additives reduced the CEI, ITS and resilient modulus; while RAP increased the corresponding values. Statistical analysis showed that mixtures incorporating Evotherm and RAP had significant effects on CEI, while the effects of RH-WMA on the corresponding value were found to be statistically insignificant. General Linear Model showed that Evotherm, RAP and RH-WMA exhibited no significant effects on the ITS and resilient modulus. The one-way analysis of variance showed that Evotherm influenced mixture behavior significantly, while RAP and RH-WMA effects were found to be statistically insignificant. Regression equations with high accuracy levels were proposed to predict CEI, ITS and resilient modulus with respect to modification of mixture variables such as mix constituents （Evotherm, RH-WMA, and RAP） and compaction temperature.

关键词： Warm mix asphalt Reclaimed asphalt pavement Workability Compaction energy index indirect tensile strength Resilient modulus

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