| 锚杆作用机理的正交各向异性模型 |
| |
| 引用本文： | 蒋斌松.锚杆作用机理的正交各向异性模型[J].山东科技大学学报(自然科学版),1990(3). |
| |
| 作者姓名： | 蒋斌松 |
| |
| 作者单位： | 山东矿业学院土木工程系 |
| |
| 摘 要： | 对于采用锚杆支护的巷道,本文提出了正交各向异性弹性模型,用这个模型分析了在两向等压条件下锚杆的作用原理。
|
| 关 键 词： | 巷道支护 锚杆 正交各项异性 径向弹性模量 围岩应力 |
THE ORTHOTROPIC MODEL OF BOLT SUPPORTING MECHANISM |
| |
| Jiang Binsong.THE ORTHOTROPIC MODEL OF BOLT SUPPORTING MECHANISM[J].Journal of Shandong Univ of Sci and Technol: Nat Sci,1990(3). |
| |
| Authors: | Jiang Binsong |
| |
| Institution: | Dept. of Civil Eng. |
| |
| Abstract: | In this paper, an orthotropic elastic model for the bolt supporting tunnel is proposed. This model is employed to analyze the holt supporting mechanism under the conditions of the equal pressure in two directions. |
| |
| Keywords: | roadway supports bolt support orthogonal anisotropy radial elastic modulus surrounding rook stress |
| 本文献已被 CNKI 等数据库收录！ |
