Pore features and seepage characteristics of natural gap-graded sand with two size distributions

IF 4.2 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Geotechnique Pub Date : 2023-11-01 DOI:10.1680/jgeot.21.00213
Xianze Cui, Dazhou Wu, Hongxing Wang, Shengyong Ding, Yong Fan
{"title":"Pore features and seepage characteristics of natural gap-graded sand with two size distributions","authors":"Xianze Cui, Dazhou Wu, Hongxing Wang, Shengyong Ding, Yong Fan","doi":"10.1680/jgeot.21.00213","DOIUrl":null,"url":null,"abstract":"Pore features and seepage characteristics of mixed granular materials are of great significance in many subjects, including engineering, for instance geotechnical engineering, petroleum extraction, hydrogeology, environmental science and hydraulic engineering. In this paper, two types of mathematical models are proposed that consider different packing methods for porosity and permeability – namely, the filling model (FM) and the replacement model (RM). On this basis, incomplete coverage (overlap between large and small grains during the replacement process) is considered as the ‘replacement model considering incomplete coverage’ (RMCIC) and the ‘replacement model considering incomplete coverage and roundness’ (RMCICR). Roundness is considered in the ‘filling model considering roundness’ (FMCR), the ‘replacement model considering roundness’ (RMCR) and the RMCICR. Four kinds of natural sand are chosen as the source material, with median grain sizes of 1733, 1050, 449 and 190 μm. All models can be divided into two components – one in which the porosity decreases with large grain ratios and the other in which the porosity increases. When roundness is considered, the RMCICR model has the largest porosity, and the FMCR model has the lowest porosity. In addition, the porosity increases when roundness is considered for all models in this study. The porosity in the RMCICR model better coincides with the test results, which can be explained by the consideration of both incomplete coverage and roundness. The order of porosity values is as follows: RMCICR, RMCR, RMCIC, RM, FMCR and FM. Permeability presents a tendency similar to porosity – that is, permeability decreases first and then increases. Moreover, the slope in the declining stage is relatively small, and the slope in the ascending stage is relatively large. The ratio of large grains to minimum porosity and permeability has significant differences. The results suggest the effectiveness of previous mathematical models.","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":"62 ","pages":"0"},"PeriodicalIF":4.2000,"publicationDate":"2023-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"5","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geotechnique","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1680/jgeot.21.00213","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 5

Abstract

Pore features and seepage characteristics of mixed granular materials are of great significance in many subjects, including engineering, for instance geotechnical engineering, petroleum extraction, hydrogeology, environmental science and hydraulic engineering. In this paper, two types of mathematical models are proposed that consider different packing methods for porosity and permeability – namely, the filling model (FM) and the replacement model (RM). On this basis, incomplete coverage (overlap between large and small grains during the replacement process) is considered as the ‘replacement model considering incomplete coverage’ (RMCIC) and the ‘replacement model considering incomplete coverage and roundness’ (RMCICR). Roundness is considered in the ‘filling model considering roundness’ (FMCR), the ‘replacement model considering roundness’ (RMCR) and the RMCICR. Four kinds of natural sand are chosen as the source material, with median grain sizes of 1733, 1050, 449 and 190 μm. All models can be divided into two components – one in which the porosity decreases with large grain ratios and the other in which the porosity increases. When roundness is considered, the RMCICR model has the largest porosity, and the FMCR model has the lowest porosity. In addition, the porosity increases when roundness is considered for all models in this study. The porosity in the RMCICR model better coincides with the test results, which can be explained by the consideration of both incomplete coverage and roundness. The order of porosity values is as follows: RMCICR, RMCR, RMCIC, RM, FMCR and FM. Permeability presents a tendency similar to porosity – that is, permeability decreases first and then increases. Moreover, the slope in the declining stage is relatively small, and the slope in the ascending stage is relatively large. The ratio of large grains to minimum porosity and permeability has significant differences. The results suggest the effectiveness of previous mathematical models.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
两种粒径分布的天然间隙级配砂孔隙特征及渗流特征
混合颗粒材料的孔隙特征和渗流特征在岩土工程、石油开采、水文地质、环境科学、水利工程等工程学科中具有重要意义。本文提出了考虑孔隙度和渗透率不同充填方式的两种数学模型,即充填模型(FM)和置换模型(RM)。在此基础上,不完全覆盖(置换过程中大小颗粒重叠)被认为是“考虑不完全覆盖的置换模型”(RMCIC)和“考虑不完全覆盖和圆度的置换模型”(RMCICR)。圆度在“考虑圆度的填充模型”(FMCR)、“考虑圆度的替代模型”(RMCR)和RMCICR中被考虑。选取4种天然砂作为原料,中位粒径分别为1733、1050、449和190 μm。所有模型均可分为孔隙度随颗粒比增大而减小的模型和孔隙度随颗粒比增大而增大的模型。考虑圆度时,RMCICR模型孔隙度最大,FMCR模型孔隙度最低。此外,当考虑圆度时,本研究中所有模型的孔隙率都增加了。RMCICR模型的孔隙度与试验结果吻合较好,这可以通过考虑不完全覆盖和圆度来解释。孔隙度数值顺序为:RMCICR、RMCR、RMCIC、RM、FMCR、FM。渗透率呈现出与孔隙度相似的趋势,即渗透率先减小后增大。而且,下降阶段的坡度相对较小,上升阶段的坡度相对较大。大颗粒与最小孔隙度和渗透率之比存在显著差异。结果表明了以往数学模型的有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
Geotechnique
Geotechnique 工程技术-地球科学综合
CiteScore
9.80
自引率
10.30%
发文量
168
审稿时长
7 months
期刊介绍: Established in 1948, Géotechnique is the world''s premier geotechnics journal, publishing research of the highest quality on all aspects of geotechnical engineering. Géotechnique provides access to rigorously refereed, current, innovative and authoritative research and practical papers, across the fields of soil and rock mechanics, engineering geology and environmental geotechnics.
期刊最新文献
Laboratory investigation on the single particle crushing strength of carbonate gravel incorporating size and shape effects Liquefaction susceptibility of clayey sands under saturated and partially saturated conditions Effect of strain-softening and strength anisotropy on the undrained bearing capacity of non-associated clay Influence of the head fixity adjustment of existing piles on the lateral load response of new piles Matching of crushed highly decomposed granite particles using 3D SHOT descriptors
×
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
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 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 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1