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地下采空诱发含软弱夹层顺层岩质斜坡变形破裂的相似模拟 被引量:11
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作者 代张音 唐建新 +3 位作者 江君 邓月华 刘姝 张路 《煤炭学报》 EI CAS CSCD 北大核心 2016年第11期2714-2720,共7页
以重庆武隆鸡尾山顺层岩质滑坡为例,依据相似原理,利用重庆大学变滑面顺层斜坡相似模拟试验装置,进行地下顺坡开采、逆坡开采、留设上下边界矿柱形成不同采空区影响下顺层岩质斜坡变形破裂响应相似模拟试验。试验结果表明:1顺层岩质斜... 以重庆武隆鸡尾山顺层岩质滑坡为例,依据相似原理,利用重庆大学变滑面顺层斜坡相似模拟试验装置,进行地下顺坡开采、逆坡开采、留设上下边界矿柱形成不同采空区影响下顺层岩质斜坡变形破裂响应相似模拟试验。试验结果表明:1顺层岩质斜坡在滑动面下沉量变化最大位置,坡体变形破坏剧烈,裂隙发育明显。2同样地质环境和采矿条件下,逆坡开采后形成的采空区对斜坡变形破裂影响最严重,更易诱发坡体破坏失稳,其次是顺坡开采,留设上下边界矿柱开采相对影响斜坡变形破裂较小。斜坡下逆坡开采采空区范围较小,越易造成坡脚岩体发生断裂破坏崩滑。3不同的岩层性质及距滑动面法向距离,其形变移动响应特征不同,但坡体均出现沿滑动面向临空面的滑移。4地下采空区影响下含软弱夹层缓倾斜顺层斜坡的变形机制为弯曲-断裂、挤压-滑移-拉裂。 展开更多
关键词 地下采空 软弱夹层 顺层斜坡 相似模拟 变滑面 形破裂
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A new method to calculate lateral force acting on stabilizing piles based on multi-wedge translation mechanism 被引量:2
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作者 罗渝 许强 +3 位作者 何思明 李新坡 何尽川 吴永 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第2期654-661,共8页
A new method based on the multi-wedge translation mechanism is presented to calculate the lateral force acting on the stabilizing piles. At first, there is no assumption for the shape of potential sliding surface, it ... A new method based on the multi-wedge translation mechanism is presented to calculate the lateral force acting on the stabilizing piles. At first, there is no assumption for the shape of potential sliding surface, it is just considered that the potential sliding surface is a composite of a number of straight lines. And then, the potential sliding mass is divided into a number of triangular wedges take with these straight lines as its base. The kinematic theorem of limit analysis is adopted to calculate the rate of external work and the rate of energy dissipation for each triangular wedge, respectively. Furthermore, the multivariate functions are established to calculate the lateral force acting on the stabilizing piles. The lateral force and the corresponding potential sliding surfaces can be obtained by an optimizational technique. At last, an example is taken to illustrate the method. The effect of soil strength parameters, slope angle and pile roughness on the lateral force and the corresponding potential sliding surface are analyzed.The result are compared with those obtained using other methods. 展开更多
关键词 PILE sliding surface limit analysis multi-wedge mechanism
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Effect of applied load on transition behavior of wear mechanism in Cu-15Ni-8Sn alloy under oil lubrication 被引量:4
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作者 张世忠 甘雪萍 +3 位作者 成金娟 姜业欣 李周 周科朝 《Journal of Central South University》 SCIE EI CAS CSCD 2017年第8期1754-1761,共8页
Tribological behavior of Cu-15Ni-8Sn(mass fraction, %) alloy against GCr15 ring under various loads was investigated on a ring-on-block tester in oil lubrication. The results showed that the wear rate increased slowly... Tribological behavior of Cu-15Ni-8Sn(mass fraction, %) alloy against GCr15 ring under various loads was investigated on a ring-on-block tester in oil lubrication. The results showed that the wear rate increased slowly from 1.7×10^(-7) to 9.8× 10^(-7) mm^3/mm under the load lower than 300 N, and then increased dramatically to the climax of 216×10^(-7) mm^3/mm under the load over 300 N, which indicated the transition of wear mechanism with the increase of applied load. The wear mechanism mainly was plastic deformation and abrasive wear under the load less than 300 N. As the applied load was more than 300 N, the wear mechanism of Cu-15Ni-8Sn alloy primarily was delamination wear. Besides, the transition can also be confirmed from the different morphologies of worn surface, subsurface and wear debris. It is distinctly indicated that the appearance of flaky debris at the applied load over 300 N may be a critical point for the change of wear mechanism. 展开更多
关键词 Cu-15Ni-8Sn alloy wear mechanism applied load oil lubrication
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Application of the strength reduction FEM to diversion tunnel plug stability
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作者 Su Kai Wu Hegao 《Engineering Sciences》 EI 2010年第4期26-30,共5页
Firstly,the common design principles for diversion tunnel plug are generalized,and two kinds of numerical analysis methods are discussed.Then the strength reduction FEM is introduced in numerical model analysis and th... Firstly,the common design principles for diversion tunnel plug are generalized,and two kinds of numerical analysis methods are discussed.Then the strength reduction FEM is introduced in numerical model analysis and the design steps of the plug's length are illustrated.During the progress to determine the plug's length,the equivalent plastic strain on the potential slip surface is assumed as the flag to tell the failure against sliding,and the plug stability is overall estimated from the plastic zone range and connectivity. 展开更多
关键词 diversion tunnel PLUG STABILITY safety factor strength reduction FEM
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The effects of slip condition and fluid flow through a channel multiple stenoses on micropolar of non-uniform cross-section
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作者 K. Vaj ravelu Gurju Awgichew G. Radhakrishnamacharya 《International Journal of Biomathematics》 2015年第4期237-255,共19页
In this paper, steady incompressible micropolar fluid flow through a non-uniform channel with multiple stenoses is considered. Assuming the stenoses to be mild and using the slip boundary condition, the equations gove... In this paper, steady incompressible micropolar fluid flow through a non-uniform channel with multiple stenoses is considered. Assuming the stenoses to be mild and using the slip boundary condition, the equations governing the flow of the proposed model are solved, and closed-form expressions for the flow characteristics (resistance to flow and wall shear stress) are derived. The effects of different parameters on these flow characteristics are analyzed. It is observed that both the resistance to the flow and the wall shear stress increase with the heights of the stenoses and the slip parameter; but decrease with the Darcy number, b^rthermore, the effects of the wall exponent parameter, the cross-viscosity coefficient and the micropolar parameter on the flow characteristics are discussed. 展开更多
关键词 Stenoses slip condition non-uniform channel flow resistance micropolarfluid.
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