›› 1980, Vol. 2 ›› Issue (3): 25-38.
• 基础理论与实验研究 • 上一篇 下一篇
黄日德;
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Huang Ri-de
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摘要: 大家知道,在土的单向应变压缩试验中,其加载的应力~应变曲线一般会经历几个不同的阶段(见图1).开始时,为线性弹性段,而后进入硬化(或称强化)塑性段.在塑性段中,当压应力小于-σ_s之前,切线模量值随荷载的增加而减少,即(d~2σ)/(dε~2) 关键词: 激波速度, 理论分析, 特征线, 弹性介质, 激波阵面, 增硬, 内生, 岩土力学, 压应力, 应变曲线, Abstract: This paper discusses the propagation law and reflecting relation of shock wave initiated in bi-linear increasing-hardening medium ,giving an answer to question which could not be solved better for a long time in the study of underground stress wave . The results of present paper can be used as reference for the work of study and design . 引用本文 黄日德;. 增硬介质中内生激波的理论分析[J]. , 1980, 2(3): 25-38. Huang Ri-de. THE THEORETICAL ANALYSES OF SHOCK WAVE INITIATED IN INCREASING-HARDENING MEDIUM[J]. , 1980, 2(3): 25-38. 使用本文 0 / / 推荐 导出引用管理器 EndNote|Reference Manager|ProCite|BibTeX|RefWorks 链接本文: http://ytlx.whrsm.ac.cn/CN/ http://ytlx.whrsm.ac.cn/CN/Y1980/V2/I3/25
关键词: 激波速度, 理论分析, 特征线, 弹性介质, 激波阵面, 增硬, 内生, 岩土力学, 压应力, 应变曲线,
Abstract: This paper discusses the propagation law and reflecting relation of shock wave initiated in bi-linear increasing-hardening medium ,giving an answer to question which could not be solved better for a long time in the study of underground stress wave . The results of present paper can be used as reference for the work of study and design .
黄日德;. 增硬介质中内生激波的理论分析[J]. , 1980, 2(3): 25-38.
Huang Ri-de. THE THEORETICAL ANALYSES OF SHOCK WAVE INITIATED IN INCREASING-HARDENING MEDIUM[J]. , 1980, 2(3): 25-38.
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