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2004年01 期
| 标题 |
| 铁路路基填料施工含水量的确定(44 卷) |
| 英文标题 |
| * |
| 摘要 |
| 结合京秦线改造工程中路基施工的实际情况，运用有效应力原理、结合水原理等，从理论上分析含水量对不同填料路基压实度、沉降及抗剪强度的影响，并对不同填料在施工中所适用的含水量进行了总结。通过分析不同含水量路基土体的物理特性，进一步阐明了采用合理含水量或最佳含水 |
| 作者 |
| 新闻作者:唐 红 |
| 关键字 |
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| 标题 |
| 铁路路基填料施工含水量的确定(44 卷) |
| 英文标题 |
| * |
| 摘要 |
| 结合京秦线改造工程中路基施工的实际情况，运用有效应力原理、结合水原理等，从理论上分析含水量对不同填料路基压实度、沉降及抗剪强度的影响，并对不同填料在施工中所适用的含水量进行了总结。通过分析不同含水量路基土体的物理特性，进一步阐明了采用合理含水量或最佳含水 |
| 作者 |
| 新闻作者:唐 红 |
| 关键字 |
| COPYRIGHT©2001-2025 CHINA ACADEMY OF RAILWAY SCIENCES CORPORATION LIMITED，ALL RIGHTS RESERVED | ||
|
