粉土的沉积和固结机制

Fuyou Zhang, Shuai-jie Guo, Bao-Tian Wang
{"title":"粉土的沉积和固结机制","authors":"Fuyou Zhang, Shuai-jie Guo, Bao-Tian Wang","doi":"10.1109/ICETCE.2011.5776554","DOIUrl":null,"url":null,"abstract":"Silt soil in estuarine, creek, lake and coastal area is formed by slurry suspension particles' sedimentation and consolidation. For the still environment, great amount of silt soil lead to serious depositions. In order to analysis the mechanisms of silt soil sediment and consolidation, settlement column experiment is adopted to simulate the sedimentation and consolidation process. According to the experiment result, three settlement stages can be defined through the characteristics of settlement curves, which are free sediment stage, logarithmic linear attenuation settlement and consolidation settlement. And an observation is that relationships between soil properties (e.g. initial concentration, clay content and organic content) and settlement process parameters can be determined. Consolidation coefficient cv as process variable is given based on Terzaghi consolidation theory and settlement column experiment. Sedimentation research achievements show great significances to the regulation and dredging project of Shenzhen River and Bay.","PeriodicalId":6340,"journal":{"name":"2011 International Conference on Electric Technology and Civil Engineering (ICETCE)","volume":"31 1","pages":"674-677"},"PeriodicalIF":0.0000,"publicationDate":"2011-04-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Silt soil sediment and consolidation mechanisms\",\"authors\":\"Fuyou Zhang, Shuai-jie Guo, Bao-Tian Wang\",\"doi\":\"10.1109/ICETCE.2011.5776554\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Silt soil in estuarine, creek, lake and coastal area is formed by slurry suspension particles' sedimentation and consolidation. For the still environment, great amount of silt soil lead to serious depositions. In order to analysis the mechanisms of silt soil sediment and consolidation, settlement column experiment is adopted to simulate the sedimentation and consolidation process. According to the experiment result, three settlement stages can be defined through the characteristics of settlement curves, which are free sediment stage, logarithmic linear attenuation settlement and consolidation settlement. And an observation is that relationships between soil properties (e.g. initial concentration, clay content and organic content) and settlement process parameters can be determined. Consolidation coefficient cv as process variable is given based on Terzaghi consolidation theory and settlement column experiment. Sedimentation research achievements show great significances to the regulation and dredging project of Shenzhen River and Bay.\",\"PeriodicalId\":6340,\"journal\":{\"name\":\"2011 International Conference on Electric Technology and Civil Engineering (ICETCE)\",\"volume\":\"31 1\",\"pages\":\"674-677\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2011-04-22\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"2011 International Conference on Electric Technology and Civil Engineering (ICETCE)\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1109/ICETCE.2011.5776554\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"2011 International Conference on Electric Technology and Civil Engineering (ICETCE)","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/ICETCE.2011.5776554","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

摘要

河口、河流、湖泊和沿海地区的粉土是由浆液悬浮颗粒的沉降固结而形成的。在静止环境中,大量的粉土导致了严重的沉积。为了分析粉土的沉降固结机理,采用沉降柱试验模拟了粉土的沉降固结过程。根据试验结果,通过沉降曲线特征可以划分出3个沉降阶段,分别为自由沉降阶段、对数线性衰减沉降阶段和固结沉降阶段。观察结果表明,可以确定土壤性质(如初始浓度、粘土含量和有机含量)与沉降过程参数之间的关系。基于Terzaghi固结理论和沉降柱试验,给出了固结系数cv作为过程变量。沉积研究成果对深圳河及深圳湾治理疏浚工程具有重要意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Silt soil sediment and consolidation mechanisms
Silt soil in estuarine, creek, lake and coastal area is formed by slurry suspension particles' sedimentation and consolidation. For the still environment, great amount of silt soil lead to serious depositions. In order to analysis the mechanisms of silt soil sediment and consolidation, settlement column experiment is adopted to simulate the sedimentation and consolidation process. According to the experiment result, three settlement stages can be defined through the characteristics of settlement curves, which are free sediment stage, logarithmic linear attenuation settlement and consolidation settlement. And an observation is that relationships between soil properties (e.g. initial concentration, clay content and organic content) and settlement process parameters can be determined. Consolidation coefficient cv as process variable is given based on Terzaghi consolidation theory and settlement column experiment. Sedimentation research achievements show great significances to the regulation and dredging project of Shenzhen River and Bay.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信