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Preoperative prediction of perineural invasion of rectal cancer based on a magnetic resonance imaging radiomics model:A dual-center study 被引量:2
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作者 Yan Liu Bai-Jin-Tao Sun +3 位作者 Chuan Zhang Bing Li xiao-xuan yu Yong Du 《World Journal of Gastroenterology》 SCIE CAS 2024年第16期2233-2248,共16页
BACKGROUND Perineural invasion(PNI)has been used as an important pathological indicator and independent prognostic factor for patients with rectal cancer(RC).Preoperative prediction of PNI status is helpful for indivi... BACKGROUND Perineural invasion(PNI)has been used as an important pathological indicator and independent prognostic factor for patients with rectal cancer(RC).Preoperative prediction of PNI status is helpful for individualized treatment of RC.Recently,several radiomics studies have been used to predict the PNI status in RC,demonstrating a good predictive effect,but the results lacked generalizability.The preoperative prediction of PNI status is still challenging and needs further study.AIM To establish and validate an optimal radiomics model for predicting PNI status preoperatively in RC patients.METHODS This retrospective study enrolled 244 postoperative patients with pathologically confirmed RC from two independent centers.The patients underwent preoperative high-resolution magnetic resonance imaging(MRI)between May 2019 and August 2022.Quantitative radiomics features were extracted and selected from oblique axial T2-weighted imaging(T2WI)and contrast-enhanced T1WI(T1CE)sequences.The radiomics signatures were constructed using logistic regression analysis and the predictive potential of various sequences was compared(T2WI,T1CE and T2WI+T1CE fusion sequences).A clinical-radiomics(CR)model was established by combining the radiomics features and clinical risk factors.The internal and external validation groups were used to validate the proposed models.The area under the receiver operating characteristic curve(AUC),DeLong test,net reclassification improvement(NRI),integrated discrimination improvement(IDI),calibration curve,and decision curve analysis(DCA)were used to evaluate the model performance.RESULTS Among the radiomics models,the T2WI+T1CE fusion sequences model showed the best predictive performance,in the training and internal validation groups,the AUCs of the fusion sequence model were 0.839[95%confidence interval(CI):0.757-0.921]and 0.787(95%CI:0.650-0.923),which were higher than those of the T2WI and T1CE sequence models.The CR model constructed by combining clinical risk factors had the best predictive performance.In the training and internal and external validation groups,the AUCs of the CR model were 0.889(95%CI:0.824-0.954),0.889(95%CI:0.803-0.976)and 0.894(95%CI:0.814-0.974).Delong test,NRI,and IDI showed that the CR model had significant differences from other models(P<0.05).Calibration curves demonstrated good agreement,and DCA revealed significant benefits of the CR model.CONCLUSION The CR model based on preoperative MRI radiomics features and clinical risk factors can preoperatively predict the PNI status of RC noninvasively,which facilitates individualized treatment of RC patients. 展开更多
关键词 Rectal cancer Perineural invasion Magnetic resonance imaging Radiomics NOMOGRAM
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水泥搅拌桩复合地基的承载力与破坏模式研究(英文) 被引量:8
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作者 Hai-zuo ZHOU Gang ZHENG +2 位作者 xiao-xuan yu Tian-qi ZHANG Jing-jin LIU 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2018年第4期266-276,共11页
目的:工程规范中采取保守设计方法导致含有埋深的复合地基的承载力被严重低估。本文基于设计表格的方法展示水泥搅拌站复合地基的承载力系数(N_c、N_q和N_γ),分析埋深存在时的3种破坏模式,探讨承载力系数N_q和破坏模式随着各类因素(桩... 目的:工程规范中采取保守设计方法导致含有埋深的复合地基的承载力被严重低估。本文基于设计表格的方法展示水泥搅拌站复合地基的承载力系数(N_c、N_q和N_γ),分析埋深存在时的3种破坏模式,探讨承载力系数N_q和破坏模式随着各类因素(桩长、置换率和埋置深度)变化的原因。创新点:1.确定简化的均质化水泥搅拌桩加固地基模型;2.建立非连续布局优化法(DLO)模型,计算工程实用设计表格;3.分析极限承载力系数N_q、破坏模式和各类影响因素的内在关联。方法:1.通过等效强度法确定合理的均质化数值计算模型,并与群桩模型和前人研究进行对比验证(图4和表1);2.通过极限分析上限解结合非连续布局优化法,进行大量计算,建立极限承载力系数的设计表格(图6~8)。结论:1.对于无埋深工况,承载力系数N_c随着置换率的增长而增大,直到某一临界值,此时发生实体基础破坏。2.在置换率较低时,承载力系数N_γ随着置换率的增长而减小,因为此时加固区内的等效内摩擦角减小。3.埋置深度对承载力和破坏模式产生复杂影响;当破坏模式从实体基础转化为复合型破坏时,N_q增长;随着桩长进一步增加,破坏面通过加固区内部时,N_q在减小之后保持不变。 展开更多
关键词 承载力 水泥搅拌桩 埋置深度 破坏模式
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