60Co辐射诱变姬松茸突变株J3子实体不同部位的氨基酸分析研究

测定并比较了60Co辐射诱变姬松茸突变株J3与原菌株J1子实体不同部位的氨基酸含量.结果表明,除菌柄和盖皮外,姬松茸突变株J3子实体其它部位的必需氨基酸、儿童氨基酸、硫氨酸、支链氨基酸、鲜味氨基酸、芳香族氨基酸和甜味氨基酸均高于原菌株J1.姬松茸突变株J3子实体中谷氨酸含量占氨基酸总量的比例分别比原菌株J1、α-酪蛋白和卵清蛋白提高34.88%、56.68%和122.32%.     

Biological characteristics of long passaging rat mesenchymal stem cells

AIM:To investigate multi-potential of rat bone marrow mesenchymal stem cells (rBMMSC) and mutation inclination, the rBMMSC were long passaged in vitro. METHODS:Cellular cycles of different passages were assayed by FACSan flow cytometry and karyotypes of passage 6, passage 25 and passage 45 were compared by G-binding analysis. RESULTS:The early passages and long-term passages all showed strong proliferation; passage 6, passage 25 and passage 45 all showed normal karyotype. CONCLUSION:Long-term culture and passage of rBMMSC still remains strong proliferation. With this capability, the mutation inclination is not enhanced.     

Effects of FK506 on anti-glomerular basement membrane nephritis in rats

AIM:To investigate the effects of FK506 on anti-glomerular basement membrane(GBM) nephritis in rats. METHODS: Anti-GBM nephritis model was elaborated by rabbit anti-rat GBM antibody injection in SD rats in this study. The rats were divided into three groups: FK506 treated group(0.5 mg·kg^-1·d^-1, sc), untreated nephritis control group and normal control group. FK506 was administered daily six hours after injection of anti-GBM IgG. All the rats were observed urinary protein at the 4th day, the 14th day and the 21st day. At the same time, the kidney specimens were collected, and T cell transforming function was also monitored.RESULTS:Rats injected with rabbit anti-GBM Ab developed heavy proteinuria by 4 days, and serum creatinine and serum urea appeared which kept on the rising. Glmerular hypercellularity, crescents, and protein casts were observed in nephritic rats. By electron microscopy, the thickening of GBM and loss of foot processes were seen. T cell transforming function was higher than normal. But, all pathological changes obviously turned for the better in FK506 treated group. CONCLUSION:FK506 could inhibit the progression of rat anti-GBM nephritis.     

Recent advances in molecular mechanisms of oncosis

Oncosis is another form of cell death, which is different from apoptosis. The review will discuss the recent advances of oncosis on pathological morphology, nuclear biochemical changes and molecular mechanisms.     

国内鹌鹑资源及其养殖现状和发展前景

介绍了关于野生鹌鹑遗传资源的种类、分布、迁徙规律以及被驯化后一些生活习性的改变和养殖现状,提出了我国在今后养殖鹌鹑产业中的机遇和挑战.     

opaR基因缺失对AHPND致病菌生物学特性及毒力质粒接合转移的影响

急性肝胰腺坏死病(acute hepatopancreatic necrosis disease, AHPND)严重影响了我国乃至全球对虾养殖业的发展。近期研究发现,致病菌毒力质粒携带trb型Ⅳ型分泌系统(type Ⅳ secretion system, T4SS)可在高菌体密度下介导毒力质粒发生接合转移,从而导致AHPND致病菌多样性。为探究群体感应与T4SS表达以及毒力质粒接合转移的关系,本研究以副溶血弧菌(Vibrio parahaemolyticus)群体感应系统的高密度调控子OpaR为研究对象,在致AHPND副溶血弧菌20130629002S01::cat(Vp2S01::cat)菌株基础上,利用同源重组技术构建opaR基因缺失株Vp2S01::catΔopaR。比较了出发菌株和缺失株在生长性能、运动性和生物被膜形成能力等方面的差异,分析了opaR基因对T4SS基因表达量以及质粒接合转移效率的影响。结果显示,opaR基因缺失不影响细菌的生长特性和群集运动,但泳动能力显著增加,生物被膜形成能力显著下降;接合转移实验显示,opaR基因缺失显著提高T4SS表达水平和接合转移效率。本研究为解析群体感应系统调控AHPND致病菌T4SS表达以及毒力质粒接合转移机制提供了基础数据,可为控制AHPND致病菌毒力质粒传播提供技术支撑。     

基于NGO-CNN-SVM的高标准农田灌溉工程施工成本预测

为提高高标准农田项目施工成本的预测精度,控制施工成本在合理范围,减少投资风险,该研究从单体灌溉工程施工成本预测角度出发,通过随机森林（random forest,RF）筛选出高标准农田灌溉工程施工成本的关键影响因素,结合卷积神经网络（convolutional neural networks,CNN）和支持向量机（support vector machine,SVM）两种模型的优点,通过北方苍鹰优化算法（northern goshawk optimization,NGO）对模型里的惩罚因子和核参数进行寻优,构建基于NGO-CNN-SVM的施工成本预测模型。通过辽宁省2018—2023年高标准农田工程中灌溉工程的施工成本数据,选取样本决定系数R²、平均绝对误差MAE、平均绝对百分比误差MAPE和均方根误差RMSE作为精度指标进行分析,结果表明：基于NGO-CNN-SVM的施工成本预测模型在渠道工程中MAE低于0.615万元,RMSE低于0.512万元,R²达到0.968以上,相对误差小于4.210%;在进水闸工程中MAE低于0.610万元,RMSE低于0.536万元,R²达到0.966以上,相对误差小于4.410%;在桥涵工程中MAE低于0.494万元,RMSE低于0.477万元,R²达到0.970以上,相对误差小于3.548%,并相比较于反向传播神经网络,CNN和CNN-SVM模型,NGO-CNN-SVM模型的预测结果均最优。通过特征选择、模型融合、算法优化以及不同模型对比表明NGO-CNN-SVM模型具有更高的预测准确率和泛化性,可为高标准农田灌溉工程施工成本预测提供理论依据。     

水泥搅拌桩单桩承载力影响因素研究

目的 水泥搅拌桩单桩承载力的大小对复合地基承载力的大小起着举足轻重的作用.但是很多试验实测结果表明:在复合地基中,单桩承载力发挥值均没有达到理论计算值.因此有必要对水泥搅拌桩单桩承载力的影响因素进行研究.方法 通过对某道路工程水泥搅拌桩钻芯取样试验研究.结果 总结出钻芯取样扰动、桩距大小、场地地质差异等因素均影响水泥搅拌桩单桩承载力.结论 :针对水泥搅拌桩复合地基单桩承载力计算公式提出改进意见,为水泥搅拌桩复合地基的设计提供一定的参考.