| 注册
首页|期刊导航|工程地质学报|高黏性吹填土固结过程中细颗粒迁移规律研究

高黏性吹填土固结过程中细颗粒迁移规律研究

宋晶 王清 张鹏 江小亮

工程地质学报2012,Vol.20Issue(6):1042-1049,8.
工程地质学报2012,Vol.20Issue(6):1042-1049,8.

高黏性吹填土固结过程中细颗粒迁移规律研究

LABORATARY RESEARCH ON FINE PARTICLES MIGRATION OF HIGH CLAY DREDGER FILL IN CONSOLIDATION PROCESS

宋晶 1王清 2张鹏 1江小亮3

作者信息

  • 1. 吉林大学 建设工程学院 长春130026
  • 2. 中山大学地球科学系 广州510275
  • 3. 中交第四航务工程勘察设计院有限公司 广州510230
  • 折叠

摘要

Abstract

In the process of vacuum preloading consolidation, soft foundation is consolidated by powerful vacuum suction. A kind of soft clay has many fine particles that would be flowed to drain pipes with vacuum. The plastic pipes would be surrounded with clay. Then they would be formed with mud membrane. Through laboratory test, the course of drainage consolidation is simulated. It is aimed that the laws of particle migration can be resolved with the proposed approach. Test results confirm that the consolidation conditions affect the fine particle migration phenomenon. At the gravitational compaction consolidation stage, the fine particles are influenced by boundary conditions and seepage paths. However, at the pressure consolidation stage, the fine particles are influenced by the additional loading generated vertical pressure. Therefore, the tendency of particle migration is no more than weak. And The distribution of fine particles is changed from vertical gershgorim band to horizontal gershgorim band. Furthermore, the mass ratio of silt and clay is primary defined as aggregate clay ratio. It reflects the status of migration process. The "aggregate clay ratio" is considered as the indicator of migration. Data analysis results show that the indicator can effectively reflect the degree of consolidation. With the continuing process of consolidation drainage, the "aggregate clay ratio" is increasing gradually. It reflects indirectly the strength of high clay dredger fill. In the consolidation process, "aggregate clay ratio" is increased as the drainage velocity is changed lower.

关键词

高黏性吹填土/颗粒迁移/排水固结/似粉黏比

Key words

High clay dredger fill, Particle migration, Drainage consolidation, Aggregate clay ratio

分类

天文与地球科学

引用本文复制引用

宋晶,王清,张鹏,江小亮..高黏性吹填土固结过程中细颗粒迁移规律研究[J].工程地质学报,2012,20(6):1042-1049,8.

基金项目

国家自然科学基金项目(40372122,40672180,41172236),国家自然科学基金国际合作项目(40911120044),广东省自然科学基金项目(S2012040007331)和中山大学青年教师起步计划项目(32110-3281402). (40372122,40672180,41172236)

工程地质学报

OA北大核心CSCDCSTPCD

1004-9665

访问量0
|
下载量0
段落导航相关论文