| 淤泥质土-砂混合软土的固结压缩试验研究 |
| |
| 引用本文： | 邱模清,艾志伟,罗嗣海,邓通发. 淤泥质土-砂混合软土的固结压缩试验研究[J]. 南方冶金学院学报, 2014, 0(3): 23-28 |
| |
| 作者姓名： | 邱模清 艾志伟 罗嗣海 邓通发 |
| |
| 作者单位： | [1]江西理工大学建筑与测绘工程学院,江西赣州341000 [2]广州大学土木工程学院,广州510006 |
| |
| 基金项目： | 江西省交通厅科技项目（2012C0003,2012C0004） |
| |
| 摘 要： | 结合井睦高速公路工程中的山涧淤泥质土-砂混合软土,通过控制含砂量与含水率对该混合土做一系列固结压缩试验,目的是研究含砂量与含水率对该混合软土压缩性的影响.试验研究表明:淤泥质土-砂混合土的压缩模量与含砂量成正相关关系,与含水率成负相关关系;在界限含砂量区间(50%~70%)内,抗压缩性明显提高,压缩模量增大,压缩系数减小;增加含砂量,压缩系数随之减小,增加含水率,压缩系数逐渐增大.
|
| 关 键 词： | 淤泥质土-砂混合软土 固结压缩试验 压缩模量 压缩系数 |
Study of the consolidation compression tests on the silt-sand mixed soft soil |
| |
| QIU Mo-qing,AI Zhi-wei,LUO Si-hai,DENG Tong-fa. Study of the consolidation compression tests on the silt-sand mixed soft soil[J]. Journal of Southern Institute of Metallurgy, 2014, 0(3): 23-28 |
| |
| Authors: | QIU Mo-qing AI Zhi-wei LUO Si-hai DENG Tong-fa |
| |
| Affiliation: | 1.Sehool of Architectural and Surveying ＆ Mapping Engineering, Jiangxi University of Science and Technology, Ganzhou 341000, China; 2. School of Civil Engineering, Guangzhou University, Guangzhou 510006, China ) |
| |
| Abstract: | A lot of tests of consolidation compression by controlling the sand content and the moisture content have been done for the silt-sand mixed soft soil from the mountain where Jing-mu expressway project is building, with the purpose of studying the effects of these two factors on the soil compressibility. The test results show that the compression modulus of it has a positive correlation to the sand content and a negative correlation to the moisture content; anti-compression has improved significantly in the sand content range （50 % ～70 %）, the compression modulus increased, and the compression coefficient decreased; the compression coefficient is decreasing with the sand content increasing yet increasing with the moisture content increasing. |
| |
| Keywords: | sih-sand mixed soft soil consolidation compression test compression modulus compressioncoefficient |
| 本文献已被 CNKI 维普 等数据库收录！ |
|
