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Deformation mechanism of roadways in deep soft rock at Hegang Xing’an Coal Mine 被引量:21
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作者 Yang Xiaojie Pang Jiewen +4 位作者 Liu Dongming Liu Yang Tian Yihong Ma Jiao Li Shaohua 《International Journal of Mining Science and Technology》 SCIE EI 2013年第2期307-312,共6页
Engineering geomechanics characteristics of roadways in deep soft rock at Hegang Xing'an Coal Mine were studied and the nature of clay minerals of roadway surrounding rock was analyzed. This paper is to solve the ... Engineering geomechanics characteristics of roadways in deep soft rock at Hegang Xing'an Coal Mine were studied and the nature of clay minerals of roadway surrounding rock was analyzed. This paper is to solve the technical problems of high stress and the difficulty in supporting the coal mine, and provide a rule for the support design. Results show that mechanical deformation mechanisms of deep soft rock roadway at Xing'an Coal Mine is of ⅠABⅡABCⅢABCD type, consisting of molecular water absorption (the ⅠAB -type), the tectonic stress type + gravity deformation type + hydraulic type (the ⅡABC -type), and the ⅢABCD -type with fault, weak intercalation and bedding formation. According to the compound mechanical deformation mechanisms, the corresponding mechanical control measures and conversion technologies were proposed, and these technologies have been successfully applied in roadway supporting practice in deep soft rock at Xing'an Coal Mine with good effect. Xing'an Coal Mine has the deepest burial depth in China, with its overburden ranging from Mesozoic Jurassic coal-forming to now. The results of the research can be used as guidance in the design of roadway support in soft rock. 展开更多
关键词 Deep Clay mineral Engineering soft rock type deformation mechanics mechanism
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Microstructural Characteristics of Asphalt Concrete with Different Gradations by X-ray CT 被引量:5
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作者 胡靖 钱振东 +1 位作者 LIU Yang XUE Yongchao 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2017年第3期625-632,共8页
The main objective of this paper is to evaluate the effects of asphalt concrete types on the microstructural characteristics at high-temperature. Suspend-dense structure and Skeleton-dense structure were selected to i... The main objective of this paper is to evaluate the effects of asphalt concrete types on the microstructural characteristics at high-temperature. Suspend-dense structure and Skeleton-dense structure were selected to investigate the deformation of pavement at meso-scale. The internal microstructures of typical asphalt concretes, AC, SUP and SMA, were scanned by X-ray CT device, and microstructural changes before and after high-temperature damage were researched by digital image processing. Adaptive threshold segmentation algorithm(ATSA) based on image radius was developed and utilized to obtain the binary images of aggregates, air-voids and asphalt mastic. Then the shape and distribution of air-voids and aggregates were analyzed. The results show that the ATSA can distinguish the target and background effectively. Gradation and coarse aggregate size of asphalt mixtures have an obvious influence on the distribution of air-voids. The movements of aggregate particles are complex and aggregates with elliptic sharp show great rotation. The effect of gradation on microstructure during high-temperature damage promotes the research about the failure mechanism of asphalt concrete pavement. 展开更多
关键词 asphalt concrete microstructure gradation types X-ray CT digital image processing high-temperature deformation
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A Study on the Second Order Tangent Bundles over Bi-Kählerian Manifolds
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作者 Nour Elhouda DJAA Aydin GEZER Abderrahim ZAGANE 《Chinese Annals of Mathematics,Series B》 SCIE CSCD 2024年第5期777-804,共28页
This paper aims to study the Berger type deformed Sasaki metric g_(BS)on the second order tangent bundle T^(2)M over a bi-Kählerian manifold M.The authors firstly find the Levi-Civita connection of the Berger typ... This paper aims to study the Berger type deformed Sasaki metric g_(BS)on the second order tangent bundle T^(2)M over a bi-Kählerian manifold M.The authors firstly find the Levi-Civita connection of the Berger type deformed Sasaki metric g_(BS)and calculate all forms of Riemannian curvature tensors of this metric.Also,they study geodesics on the second order tangent bundle T^(2)M and bi-unit second order tangent bundle T^(2)_(1,1)M,and characterize a geodesic of the bi-unit second order tangent bundle in terms of geodesic curvatures of its projection to the base.Finally,they present some conditions for a sectionσ:M→T^(2)M to be harmonic and study the harmonicity of the different canonical projections and inclusions of(T^(2)M,g_(BS)).Moreover,they search the harmonicity of the Berger type deformed Sasaki metric g_(BS)and the Sasaki metric g_(S) with respect to each other. 展开更多
关键词 Berger type deformed Sasaki metric Bi-Kählerian structure GEODESICS Harmonicity Riemannian curvature tensor Second order tangent bundle
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On a Reduction of the Kadomtsev-Petviashvili Hierarchy
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作者 薛婷 《Tsinghua Science and Technology》 SCIE EI CAS 2006年第1期111-116,共6页
This paper analyzes the reduction of the well known Kadomtsev-Petviashvili hierarchy. The reduction yields a previously unknown dispersion counterpart of the dispersionless hierarchy which has a Lax function of the fo... This paper analyzes the reduction of the well known Kadomtsev-Petviashvili hierarchy. The reduction yields a previously unknown dispersion counterpart of the dispersionless hierarchy which has a Lax function of the form p+u(x)(p-φ)^-1+v(x)(p-φ)^-2. This paper also describes the bihamiltonian structure of the reduced hierarchy using Dirac reduction and proves that the approximation for the reduced hierarchy up to the second order of the dispersion parameter coincides with the hierarchy of integrable systems constructed from a particular twodimensional Frobenius manifold using the approach of Dubrovin and Zhang. 展开更多
关键词 dispersionless Kadomtsev-Petviashvili hierarchy constrained Kadomtsev-Petviashvili hierarchy bigraded Toda hierarchy deformations of the hydrodynamic type bihamiltonian structure
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