中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Effect of soaking time of dithionite-citrate-bicarbonate solution on strength and deformation characteristics of lateritic soil

文献类型:期刊论文

作者Bai, Wei1; Zhang, Wenbo2,3; Kong, Lingwei1; Fan, Henghui2; Guo, Aiguo1; Xu, Guofang1
刊名JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING
出版日期2023-11-01
卷号15期号:11页码:3039-3049
关键词Lateritic soil Menard pressuremeter test (PMT) Free-iron-oxides Dithionite-citrate-bicarbonate (DCB) Effective cementation of iron
ISSN号1674-7755
DOI10.1016/j.jrmge.2023.02.003
英文摘要This study aimed to reveal the influence of different free-iron-oxides contents on the strength and deformation characteristics of in situ lateritic soil. A test method that combined the selective chemical dissolution method and in situ Menard pressuremeter test (PMT) was proposed. The soaking time in dithionite-citrate-bicarbonate (DCB) solution was used as a variable to control the free-iron-oxides content in lateritic soil. Then, the in situ lateritic soil boreholes with different soaking time were tested by PMT. The results showed that the in situ horizontal pressure p(0), critical edge pressure p(f), ultimate pressure prediction p(l), pressuremeter modulus E-m, shear modulus G(m), and foundation-bearing capacity f(0k) of lateritic soil decreased rapidly after immersing in DCB solution within 1-4 d. With increasing soaking time, the decrease rate reduced gradually. Moreover, the relationship curve between free-iron-oxides content and soaking time declined rapidly and then stabilized, and the free-iron-oxides content at the inflection point was 30.11 g/kg. When the free-iron-oxides content changed to the inflection point, the free-iron-oxides that played a cementing role was largely removed, indicating that the effective cementing iron-content of Miaoling lateritic soil was about 52.9%. This study demonstrated that the proposed test method can determine the influence of free-iron-oxides content on the strength and deformation characteristics of lateritic soil. (C) 2023 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).
资助项目National Natural Science Foundation of China[41772339] ; National Natural Science Foundation of China[41877281] ; National Natural Science Foundation of China[52178372]
WOS研究方向Engineering
语种英语
WOS记录号WOS:001095804400017
出版者SCIENCE PRESS
源URL[http://119.78.100.198/handle/2S6PX9GI/39884]  
专题中科院武汉岩土力学所
通讯作者Bai, Wei; Zhang, Wenbo
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
2.Northwest Agr & Forestry Univ, Coll Water Resources & Architectural Engn, Yangling 712100, Shaanxi, Peoples R China
3.Wuhan Univ, Sch Civil Engn, Wuhan 430072, Peoples R China
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GB/T 7714
Bai, Wei,Zhang, Wenbo,Kong, Lingwei,et al. Effect of soaking time of dithionite-citrate-bicarbonate solution on strength and deformation characteristics of lateritic soil[J]. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING,2023,15(11):3039-3049.
APA Bai, Wei,Zhang, Wenbo,Kong, Lingwei,Fan, Henghui,Guo, Aiguo,&Xu, Guofang.(2023).Effect of soaking time of dithionite-citrate-bicarbonate solution on strength and deformation characteristics of lateritic soil.JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING,15(11),3039-3049.
MLA Bai, Wei,et al."Effect of soaking time of dithionite-citrate-bicarbonate solution on strength and deformation characteristics of lateritic soil".JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING 15.11(2023):3039-3049.

入库方式: OAI收割

来源:武汉岩土力学研究所

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