| 石林至锁龙寺高速公路K12＋040～K12＋207路基处理 |
| |
| 引用本文： | 蔡斌,张扬.石林至锁龙寺高速公路K12＋040～K12＋207路基处理[J].交通标准化,2011(19):73-75. |
| |
| 作者姓名： | 蔡斌 张扬 |
| |
| 作者单位： | 1. 安徽省交通规划设计研究院,安徽合肥,230088
2. 石林至锁龙寺高速公路指挥部,云南昆明,650217 |
| |
| 摘 要： | 阐述石林至锁龙寺高速公路K12＋040~K12＋207段路基处理方案及实施情况,以期为相关工程项目和技术人员提供参考和借鉴。
|
| 关 键 词： | 卸载 水泥碎石桩 盲沟 反压护道 强夯 |
Roadbed Treatment of Shilin-Suolongsi Expressway K12+040～K12+207 Section |
| |
| CAI Bin,ZHANG Yang.Roadbed Treatment of Shilin-Suolongsi Expressway K12+040～K12+207 Section[J].Communications Standardization,2011(19):73-75. |
| |
| Authors: | CAI Bin ZHANG Yang |
| |
| Institution: | CAI Bin1,ZHANG Yang2(1.Anhui Communications Consulting & Design Institute,Hefei 230088,China,2.Headquarters of Shilin-Suolongsi Expressway,Kunming 650217,China) |
| |
| Abstract: | It describes the roadbed treatment scheme and its implementation of Shilin-Suolongsi Expres-sway K12+040~K12+207 Section in hope of providing reference for related engineering projects and technicians. |
| |
| Keywords: | unloading concrete gravel pile blind drain back berm dynamic compaction |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
