| 石灰稳定土配合比设计与质量控制探讨 |
| |
| 引用本文： | 梁昌宝,何玉柒.石灰稳定土配合比设计与质量控制探讨[J].交通标准化,2006(10):49-52. |
| |
| 作者姓名： | 梁昌宝 何玉柒 |
| |
| 作者单位： | 安徽省高速公路总公司,安徽,合肥,230601 |
| |
| 摘 要： | 依据石灰土施工规范和试验规程，把石灰质量、石灰土中的石灰剂量、密实度、无侧限抗压强度有机地结合在一起．在公路工程施工检测中形成一种一环扣一环的质量控制体系，能够解决客观存在却一直难以解决的问题。
|
| 关 键 词： | 石灰土 石灰质量 石灰土中石灰剂量 密实度 无侧限抗压强度 |
| 文章编号： | 1002-4786（2006）10-0049-03 |
| 收稿时间： | 2006-09-06 |
| 修稿时间： | 2006年9月6日 |
Soil Stabilization Design and Quality Control of Lime Soil |
| |
| LIANG Chang-bao,HE Yu-qi.Soil Stabilization Design and Quality Control of Lime Soil[J].Communications Standardization,2006(10):49-52. |
| |
| Authors: | LIANG Chang-bao HE Yu-qi |
| |
| Institution: | Anhui Expressway Head Corporation, Hefei 230601, China |
| |
| Abstract: | On the basis of lime soil construction specifications and test methods, it is helpful for solving the question that exists in reality but is difficult to solve combining the lime quality, lime quantity in lime soil, compactness and unconfined compressive strength to form a back to back system of quality control in highway engineering detection of construction. |
| |
| Keywords: | lime soil lime quality lime quantity in lime soil compactness unconfined compressive strength |
| 本文献已被 维普 万方数据 等数据库收录！ |
