|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2005年04 期
| 標(biāo)題 |
| 西攀高速公路某滑坡穩(wěn)定性分析(45 卷) |
| 英文標(biāo)題 |
| * |
| 摘要 |
| 西(昌)—攀(枝花)高速公路K141段處于昔格達(dá)地層的老滑坡區(qū)域。文章分析了昔格達(dá)地層的特點(diǎn)及滑坡成因，并通過(guò)計(jì)算對(duì)滑坡的穩(wěn)定性進(jìn)行了判斷，指出路基開(kāi)挖后滑坡可能失穩(wěn)下滑。 |
| 作者 |
| 新聞作者:尹紫紅，楊俊斌，李 燕 |
| 關(guān)鍵字 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| 標(biāo)題 |
| 西攀高速公路某滑坡穩(wěn)定性分析(45 卷) |
| 英文標(biāo)題 |
| * |
| 摘要 |
| 西(昌)—攀(枝花)高速公路K141段處于昔格達(dá)地層的老滑坡區(qū)域。文章分析了昔格達(dá)地層的特點(diǎn)及滑坡成因，并通過(guò)計(jì)算對(duì)滑坡的穩(wěn)定性進(jìn)行了判斷，指出路基開(kāi)挖后滑坡可能失穩(wěn)下滑。 |
| 作者 |
| 新聞作者:尹紫紅，楊俊斌，李 燕 |
| 關(guān)鍵字 |
| COPYRIGHT?2001-2025 CHINA ACADEMY OF RAILWAY SCIENCES CORPORATION LIMITED，ALL RIGHTS RESERVED | ||
|
