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Long-term performance of lime-treated soil and chemical reaction identification
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作者 Yun Jiang Zi Ying +3 位作者 fa liu Chen Jiang Shanyong Wang Yongfeng Deng 《Journal of Rock Mechanics and Geotechnical Engineering》 2025年第8期5146-5154,共9页
Lime is widely used to modify clayey soils to enhance their physical and chemical properties,and lime-treated soil has become a key material in transportation infrastructure.Chemical reactions were identified through ... Lime is widely used to modify clayey soils to enhance their physical and chemical properties,and lime-treated soil has become a key material in transportation infrastructure.Chemical reactions were identified through laboratory tests from field samples collected from the subgrade after 30 years of operation to understand its long-term performance evolution.Exchangeable calcium,carbonated calcium,and total calcium were quantified using ethylenediaminetetraacetic acid(EDTA)titration,gasometric analysis,and the strong acid extraction method,respectively.These measurements enabled the evaluation of calcium transformation during the pozzolanic reaction,providing a quantitative characterization of pozzolanic progression in the lime-treated clay matrix.Evolutions in pH,electrical conductivity,and salinity were also tracked.Mechanical performance was assessed through maximal shear modulus(Gmax)and unconfined compressive strength(UCS)tests.Then,the microstructure and mineral composition were analyzed via scanning electron microscopy(SEM)and X-ray diffraction(XRD).Furthermore,with an extended curing period,the pH,electrical conductivity,salinity,and exchangeable calcium content were found to decrease gradually.In contrast,the carbonation-related calcium content increased,and the clay mineral structures were significantly altered.The significant increase in Gmax and UCS is attributed to the formation of calcium-aluminate-silicate-hydrate(C-(A)-S-H)for pozzolanic and carbonation reactions where the clay mineral is involved.SEM reveals the curled edges of clay minerals and the formation of a 3D network.Additionally,XRD patterns further confirm the presence of increasing amounts of amorphous phases within the 2θrange of 15°–32°,indicating the progression of the pozzolanic reaction. 展开更多
关键词 Lime-treated soil Chemical reactions identification Pozzolanic reaction Calcium cation dynamics Long-term performance
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视网膜中央静脉阻塞后发生新生血管性青光眼的危险因素和预测模型建立 被引量:4
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作者 郝静 陈志杰 +1 位作者 刘法 刘江 《国际眼科杂志》 CAS 北大核心 2022年第5期780-784,共5页
目的:探讨视网膜中央静脉阻塞(CRVO)后发生新生血管性青光眼(NVG)的危险因素,在基础上构建预测模型。方法:选择2016-02/2020-03我院眼科收治的483例527眼CRVO患者临床资料并随访至2021-06,统计CRVO合并NVG情况。采用多因素Logistic回归... 目的:探讨视网膜中央静脉阻塞(CRVO)后发生新生血管性青光眼(NVG)的危险因素,在基础上构建预测模型。方法:选择2016-02/2020-03我院眼科收治的483例527眼CRVO患者临床资料并随访至2021-06,统计CRVO合并NVG情况。采用多因素Logistic回归分析CRVO后发生NVG的危险因素。根据危险因素回归系数构建CRVO后发生NVG的风险预测模型,Hosmer-Lemeshow(H-L)检验、受试者工作特征(ROC)曲线法评价预测模型。结果:患者失访15例23眼,随访15~64(中位数35)mo,其中70例86眼发生NVG(NVG组),398例418眼未发生NVG(非NVG组)。回归分析结果显示缺血型CRVO、首次就诊时IOP≥18mmHg、高血压、首次就诊时相对性瞳孔传入缺陷(RAPD)≥0.75logU、首次就诊时裸眼视力(UCVA)>0.30(LogMAR)是CRVO后发生NVG的危险因素(P<0.01),抗VEGF治疗是CRVO后发生NVG的保护因素(P<0.01)。CRVO后发生NVG的风险预测模型具有较好的符合度(H-L检验P>0.05)以及判别度(曲线下面积为0.877,95%CI:0.830~0.924,灵敏度为84.3%,特异度为88.9%)。进一步构建预测评分模型,其CRVO后发生NVG的临界值为5分,曲线下面积为0.844(95%CI:0.790~0.898),灵敏度为78.6%,特异度为87.4%。结论:缺血型CRVO、首次就诊时IOP≥18mmHg、高血压、首次就诊时RAPD≥0.75logU、首次就诊时UCVA>0.30(LogMAR)、抗VEGF治疗与CRVO后发生NVG密切相关,据此建立预测模型具有较好的预测效能。 展开更多
关键词 视网膜中央静脉阻塞 新生血管性青光眼 危险因素 LOGISTIC回归 预测模型
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