Vol 1.No 1

The theory of compression–shear coupled composite wavepropagation in rock

岩石中压剪耦合复合波传播理论

陆建华,徐松林

发布时间:2022-09-29

关键词:compression–shear coupling, high pressure constitutive relation, rock dynamic, wave propagation,wave velocity

摘要:本研究提出了与岩石在高压作用下的力学性质一致的,岩石在压剪耦合载荷作用下的本构关系。得到了波动方程平面波数值解和首波和次波波速的解析解,研究了岩石的压剪耦合特性,包括应力路径效应和压剪耦合波效应。结果表明,在K1、K2、G1和G2的不同参数值下,二次波的波速从低于弹性剪切波速转变为高于弹性剪切波速。研究结果有望为超剪切波和亚瑞利波的物理机制提供有意义的解释,为岩土成分检测和地震波观测提供指导。

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Stress wave propagation and incompatible deformation mechanisms in rock discontinuity interfaces in deep-buried tunnels

地震波物理传播模型 护航深埋隧道安全

Cong Zhang, Zhende Zhu, Shanyong Wang, Xuhua Ren, Chong Shi

发布时间:2022-12-08

关键词:deep‐buried tunnels, fractured rock mass, incompatible deformation mechanism, rock interfaces,stress wave propagation model

摘要:复杂弱结构面和断裂带导致岩体具有显著的非均匀性、不连续性和非线性特征。当地震发生时,这些特性导致地震波传播和振动行为极其复杂,对深埋隧道的安全稳定构成巨大威胁。本文通过理论分析和振动台试验等相结合的手段,建立了地震波物理传播模型,揭示了岩体的应力波衰减规律和动力非协调变形机制。

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High-performance computing of 3D blasting wave propagation in underground rock cavern by using 4D-LSM on TianHe-3 prototype E class supercomputer

基于天河三号原型机和4D-LSM的三维爆破波传播高性能计算

富锰,赵高峰

发布时间:2022-09-29

关键词:domain decomposition method, lattice spring model, parallel computing, wave propagation

摘要:岩土工程和地下工程的数值模拟的模型规模通常很大,并行计算有着广泛的应用。通过将数值模型的原始区域划分为多个子分区,可有效减少计算时间或内存需求,即区域分解法。本文采用立方体等体积区域分解策略,实现了基于MPI的四维格构弹簧模型(4D-LSM)分布式存储系统并行计算。本文引入了更高效的通信策略,旨在于超级计算机平台上运行10亿颗粒模型。在国家超级计算天津中心的天河3号E级超级计算原型机上进行了数值计算,运行了两个现场尺度三维爆破波传播模型,其数值结果验证了并行化4D-LSM在模拟大型三维模型中的计算能力和优势。

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Influence of cooling speed on the physical and mechanical properties of granite in geothermal-related engineering

Longchuan Deng,Xiaozhao Li,Yun Wu,Fuqing Li,Zhen Huang,Yukun Ji,Chunjiang Zou,Zuxi Liu

发布时间:2022-09-29

关键词:cooling methods, granite, high temperature, physical and mechanical properties, thermal damage

摘要: It is found that more AE signals and large-scale cracks are accounted for based on the b-value method when the specimens are cooled by water. Furthermore, the microscopic observation by polarized light microscopy indicates that the density, opening degree, and connectivity of the cracks under water cooling mode are higher than that under natural cooling mode. In addition, the XRD illustrates that there is no obvious change in mineral content and diffraction angle at different temperatures, which confirms that the change of mechanical properties is not related to the chemical properties. The present conclusion can provide a perspective to assess the damage caused by different cooling methods to hot rocks.

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