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Au元素异常沿前家—洼家断裂带及次级断裂分布特征明显. 分形分维统计表明,Au具有多阶段成矿的特征. 结合多元统计分析,厘定本测区构造地球化学异常找矿标志为Au-Pb-Bi元素组合异常及因子得分Y(i,2)和Y(i,3)异常. 结合地质分析,圈定找矿靶区5处.","authors":[{"authorName":"祝涛","id":"d87cfdbb-d220-4cb9-8426-f320167f9456","originalAuthorName":"祝涛"},{"authorName":"杨斌","id":"1d417931-fdd7-42e2-9013-b63c775244b0","originalAuthorName":"杨斌"}],"doi":"10.11792/hj20160103","fpage":"9","id":"a5cda7a4-a416-4d7a-a1fe-6ba6019f42a3","issue":"1","journal":{"abbrevTitle":"HJ","coverImgSrc":"journal/img/cover/HJ.jpg","id":"44","issnPpub":"1001-1277","publisherId":"HJ","title":"黄金"},"keywords":[{"id":"d52aaa44-4bef-429b-abb6-5fb51c9e7876","keyword":"找矿预测","originalKeyword":"找矿预测"},{"id":"ba34116e-33b4-4e40-b1a4-18c7f3563a5e","keyword":"构造地球化学","originalKeyword":"构造地球化学"},{"id":"bc66191e-c1c4-431b-beee-3c43a947083a","keyword":"多元统计分析","originalKeyword":"多元统计分析"},{"id":"bd626c5c-05ff-4c78-a90c-4eb7ed36e1c4","keyword":"前家—洼家断裂带","originalKeyword":"前孙家—洼孙家断裂带"}],"language":"zh","publisherId":"huangj201601003","title":"胶西北前家—洼家断裂带构造地球化学找矿预测","volume":"37","year":"2016"},{"abstractinfo":"建立了一种快速、灵敏的细径柱高效液相色谱测定非离子造影剂欧帕克的方法.用高氯酸去除血浆蛋白,流动相采用简单的7%(体积分数)甲醇水溶液体系.方法的线性范围为0.5~500 mg/L,相关系数大于0.999 8.欧帕克的最低检测量为154 pg,保留时间为(3.46 ± 0.02) min,总分析时间少于5 min.日内、日间相对标准偏差(RSD)分别小于4.3%和11.4%.方法的平均回收率大于91.51%.","authors":[{"authorName":"朱秋毓","id":"71427034-a28a-4ce5-8b25-41cce8ae1258","originalAuthorName":"朱秋毓"},{"authorName":"顾勇","id":"1fa94396-3938-4e67-b603-09885ace0307","originalAuthorName":"顾勇"},{"authorName":"丁峰","id":"d9be0f0f-a4d8-4161-98f2-3e27cd1abab3","originalAuthorName":"丁峰"},{"authorName":"林善锬","id":"26c78920-772c-4279-8a10-bc565265f865","originalAuthorName":"林善锬"}],"doi":"10.3321/j.issn:1000-8713.2004.01.010","fpage":"36","id":"d1790e51-25a3-4a62-99e6-6e90b4c861cc","issue":"1","journal":{"abbrevTitle":"SP","coverImgSrc":"journal/img/cover/SP.jpg","id":"58","issnPpub":"1000-8713","publisherId":"SP","title":"色谱 "},"keywords":[{"id":"fbe85813-e664-48ef-8f81-dab2408bae7c","keyword":"高效液相色谱法","originalKeyword":"高效液相色谱法"},{"id":"b9986733-29f5-44f4-bc93-8040eed78c1b","keyword":"细径柱","originalKeyword":"细径柱"},{"id":"3b76130d-dbd2-4010-a53d-296aa8d129e4","keyword":"非离子造影剂","originalKeyword":"非离子造影剂"},{"id":"0b5f56c5-9408-495d-b251-d88f48eb3c8e","keyword":"欧帕克","originalKeyword":"欧乃帕克"}],"language":"zh","publisherId":"sp200401010","title":"高效液相色谱法测定非离子造影剂欧帕克","volume":"22","year":"2004"},{"abstractinfo":"为查明新疆巴里-伊吾盆地地下水水化学特征及其成因,采用数理统计、Piper三线图、Gibbs图、离子比例系数等方法对研究区2011年9月的75组地下水水样测试结果进行分析.研究结果表明,潜水以HCO3和SO4型水为主,承压水以SO4型水为主,两者都是矿化度中等、硬度中等的弱碱性水;Gibbs图表明,研究区潜水水化学成分主要受蒸发浓缩和岩石风化双重作用的影响,承压水补给水源的水化学成分主要受蒸发浓缩作用影响;离子比例系数法及饱和指数表明潜水和承压水中离子主要来自岩盐、硫酸盐、硅酸盐的风化溶解.此外,(Na+-Cl-)与(Ca2+ +Mg2+)-(SO42-+HCO3-)之间的比值关系表明阳离子交换作用也是地下水中化学组分形成的重要作用之一.","authors":[{"authorName":"栾风娇","id":"3363f2cd-ae16-4697-85c9-998b299522f7","originalAuthorName":"栾风娇"},{"authorName":"周金龙","id":"57475a73-90ad-44f1-bcfa-796451d74198","originalAuthorName":"周金龙"},{"authorName":"贾瑞亮","id":"4c462cd0-59ad-4c96-abdb-3986e0185772","originalAuthorName":"贾瑞亮"},{"authorName":"陆成新","id":"988248b4-8a3c-4cd0-a252-3df08bc2c8dd","originalAuthorName":"陆成新"},{"authorName":"白铭","id":"a06615be-b105-47d3-8433-519c2ead4310","originalAuthorName":"白铭"},{"authorName":"梁红涛","id":"d899a91a-8508-485d-b048-b2830f7b8442","originalAuthorName":"梁红涛"}],"doi":"10.7524/j.issn.0254-6108.2017.02.2016062001","fpage":"380","id":"d62db6b0-f2dc-49fe-8d40-4db5809a5ab5","issue":"2","journal":{"abbrevTitle":"HJHX","coverImgSrc":"journal/img/cover/HJHX.jpg","id":"43","issnPpub":"0254-6108","publisherId":"HJHX","title":"环境化学 "},"keywords":[{"id":"63943dc7-e79a-402d-b85a-6b4fa29655fa","keyword":"水化学特征","originalKeyword":"水化学特征"},{"id":"67ed02e6-a2da-40a8-97c6-4ea4946311e9","keyword":"Gibbs图","originalKeyword":"Gibbs图"},{"id":"5cb17df2-c08b-4dae-939d-da386f2aee6a","keyword":"离子比例系数法","originalKeyword":"离子比例系数法"},{"id":"74c747c0-719e-40bf-9301-d4f68760f417","keyword":"阳离子交换","originalKeyword":"阳离子交换"},{"id":"fc1617e7-8914-48ba-b6b4-3d418e6e9b90","keyword":"饱和指数","originalKeyword":"饱和指数"},{"id":"90fabf31-06f0-4ec0-bfff-142b54702221","keyword":"新疆巴里-伊吾盆地","originalKeyword":"新疆巴里坤-伊吾盆地"}],"language":"zh","publisherId":"hjhx201702021","title":"新疆巴里-伊吾盆地地下水水化学特征及成因","volume":"36","year":"2017"},{"abstractinfo":"单轴、双轴和三轴变试验结果表明,混凝土的变与弹性变形一样具有空间特性,但根据单轴变试验得到的变系数、变泊松比以及采用叠加原理计算的双轴、三轴应力状态下的空间变与实际情况存在较大偏差.为了准确计算不同应力状态下混凝土的空间变,介绍了应力组合对有效变泊松比的影响和基于有效变泊松比的空间变计算方法.另外,根据应力张量的弹性力学意义,引入了球应力变系数(ψ)m和偏应力变系数(ψ) d,提出了基于这两个变系数的空间变计算统一表达式,可计算混凝土在单轴、双轴和三轴等不同应力状态下的空间变.","authors":[{"authorName":"黄胜前","id":"f60fe1e8-6699-466b-8f2e-355e391d0c51","originalAuthorName":"黄胜前"},{"authorName":"杨永清","id":"0ad9d4be-4c12-4497-a380-8dee2c8f7ad4","originalAuthorName":"杨永清"},{"authorName":"李晓斌","id":"a5e2e801-c9b9-4f4b-886e-c62ae3c23491","originalAuthorName":"李晓斌"},{"authorName":"陈伟","id":"db16b3f8-4c53-49d7-bdd3-f6cf5f2247c1","originalAuthorName":"陈志伟"}],"doi":"","fpage":"150","id":"77593762-6ffb-4cfa-913f-f64ffef2186c","issue":"2","journal":{"abbrevTitle":"CLDB","coverImgSrc":"journal/img/cover/CLDB.jpg","id":"8","issnPpub":"1005-023X","publisherId":"CLDB","title":"材料导报"},"keywords":[{"id":"69ea1570-d4c9-437e-bfef-97ae77a244a5","keyword":"混凝土","originalKeyword":"混凝土"},{"id":"9785e9c9-1fc1-4ea3-ab52-a37f97e3f32e","keyword":"单轴","originalKeyword":"单轴"},{"id":"4565bb1b-db4a-4cd3-8595-f4cc47900c42","keyword":"双轴","originalKeyword":"双轴"},{"id":"59877901-b9f9-4bd2-a23d-bca130502b51","keyword":"三轴","originalKeyword":"三轴"},{"id":"375cdb53-1ae1-4106-b024-cece1bb5b8eb","keyword":"应力状态","originalKeyword":"应力状态"},{"id":"2edbc816-e655-4662-9602-f0529134d608","keyword":"空间变","originalKeyword":"空间徐变"}],"language":"zh","publisherId":"cldb201302040","title":"不同应力状态下混凝土空间变的统一表达式","volume":"27","year":"2013"},{"abstractinfo":"为了研究不同配合比设计方法对再生混凝土长期变性能的影响,分别采用等体积砂浆法(EMV法)与传统替代法配制再生混凝土,测试各组再生混凝土试件28 d龄期后自然条件下持荷的变形值和相同试验条件下试件的收缩值,并计算各组试件的变度.研究结果表明:两种方法配制的再生混凝土的收缩变变化规律与对比普通混凝土相似.EMV法可有效改善再生混凝土的变性能,具有较低的变度.","authors":[{"authorName":"霍俊芳","id":"55188923-049c-49aa-994c-ac564398860f","originalAuthorName":"霍俊芳"},{"authorName":"李晨霞","id":"8fa10b03-f76b-44b4-97ee-bd67d36d407e","originalAuthorName":"李晨霞"},{"authorName":"侯永利","id":"83d612b7-ba2c-46d3-a2ff-d86f396b5f77","originalAuthorName":"侯永利"},{"authorName":"吕笑岩","id":"98dd9616-8bca-4990-9631-ef1c189dce52","originalAuthorName":"吕笑岩"}],"doi":"","fpage":"723","id":"dc2db04e-0a0c-4741-830f-d84f7a4e5aee","issue":"2","journal":{"abbrevTitle":"GSYTB","coverImgSrc":"journal/img/cover/GSYTB.jpg","id":"36","issnPpub":"1001-1625","publisherId":"GSYTB","title":"硅酸盐通报 "},"keywords":[{"id":"d2a7136a-24da-4dc5-b2c8-c753ce344b72","keyword":"再生混凝土","originalKeyword":"再生混凝土"},{"id":"46b36702-7dae-4dad-b1c2-1996ae105250","keyword":"配合比","originalKeyword":"配合比"},{"id":"69440820-bb2f-4272-abe2-bdc4edbd2d6e","keyword":"变","originalKeyword":"徐变"}],"language":"zh","publisherId":"gsytb201702054","title":"再生粗骨料混凝土收缩变性能试验","volume":"36","year":"2017"},{"abstractinfo":"在对轧制时钢管的温降原因进行分析的基础上,给出一种定减温降计算模型,该模型考虑了辐射、接触传导、内部传导对温度的影响.通过对轧制实验测定得到钢管的温降数据与此模型实例计算的结果进行对比分析,表明该模型比较准确,能够满足生产实际的要求,可用于自动控制系统中定减温降的计算,从而为控制系统比较准确地对轧机进行设定及调整提供依据.","authors":[{"authorName":"付国忠","id":"2df6a851-8f47-4b56-8f72-ddb7bbbcfe8c","originalAuthorName":"付国忠"},{"authorName":"刘建平","id":"7bbce9ac-9a32-45eb-96fd-189eee9a7fcf","originalAuthorName":"刘建平"},{"authorName":"赵晓峰","id":"447ac541-0f77-4dc8-b74d-90d05019a5dc","originalAuthorName":"赵晓峰"},{"authorName":"刘建明","id":"dab886da-88c3-485b-acd8-36bdef7ca181","originalAuthorName":"刘建明"},{"authorName":"吕庆功","id":"ca75c975-aa2d-40d9-a1bc-e6c2a6290dd3","originalAuthorName":"吕庆功"},{"authorName":"彭龙洲","id":"191fb78f-9fa7-4ff8-bd3d-f5d577b2254b","originalAuthorName":"彭龙洲"}],"doi":"","fpage":"51","id":"f9f1b624-57cd-4daa-8c3b-87273c5da7af","issue":"12","journal":{"abbrevTitle":"GT","coverImgSrc":"journal/img/cover/GT.jpg","id":"27","issnPpub":"0449-749X","publisherId":"GT","title":"钢铁"},"keywords":[{"id":"86dbadc0-1405-4493-8908-e33b69ac127a","keyword":"定减","originalKeyword":"定张减"},{"id":"9e7152eb-09a1-44ea-a2de-6bbe76d243e5","keyword":"温降","originalKeyword":"温降"},{"id":"5b41b920-ede8-4551-8e68-3e12ea48cca0","keyword":"模型","originalKeyword":"模型"}],"language":"zh","publisherId":"gt200412013","title":"定减温降计算模型","volume":"39","year":"2004"},{"abstractinfo":"本文阐述了FRP应力松弛、变性能的研究意义,总结了国内外关于应力松弛、变性能的最新研究成果及主要影响因素,并探讨了应力松弛和变的计算模型,对未来FRP长期性能研究的发展方向做出了展望.","authors":[{"authorName":"李建辉","id":"0f7148fe-f8bb-4e01-9827-43b6d6088f0a","originalAuthorName":"李建辉"},{"authorName":"邓宗才","id":"734ba4b3-500c-4ca4-adda-8e3a09ca07b3","originalAuthorName":"邓宗才"}],"doi":"10.3969/j.issn.1003-0999.2007.03.016","fpage":"56","id":"59ffbb46-47b1-40d6-8ec4-254b9f0174de","issue":"3","journal":{"abbrevTitle":"BLGFHCL","coverImgSrc":"journal/img/cover/BLGFHCL.jpg","id":"6","issnPpub":"1003-0999","publisherId":"BLGFHCL","title":"玻璃钢/复合材料"},"keywords":[{"id":"3192da00-b6fe-4a92-a3fe-eec5f9cca17e","keyword":"FRP","originalKeyword":"FRP"},{"id":"812f44d9-8adc-47b7-95e7-d14c2fe8670d","keyword":"应力松弛","originalKeyword":"应力松弛"},{"id":"37e0f5f2-7caa-403e-96f9-d45fa60555ee","keyword":"变","originalKeyword":"徐变"},{"id":"290bc541-6726-480e-a116-34147a7cb2ae","keyword":"前景展望","originalKeyword":"前景展望"}],"language":"zh","publisherId":"blgfhcl200703016","title":"FRP应力松弛及变性能的研究近展","volume":"","year":"2007"},{"abstractinfo":"采用自制的变加载装置,研究了聚乙烯醇(PVA)纤维、双掺粉煤灰和矿渣以及减缩剂对7d等强度混凝土变性能的影响规律,结合与混凝土同水胶比浆体的化合结合水量分析了其影响机理.结果表明,混凝土变系数发展较快,加载100d左右趋于稳定;减缩剂和双掺矿物掺合料均明显降低了混凝土的变系数,以掺减缩剂效果更好,450d值仅为0.63,而PVA纤维增加了变系数;混凝土的变系数随浆体化学结合水量的增加而降低,60d早龄期浆体水化有利于降低变系数,450d后期水化产物对降低混凝土的变系数贡献不大.","authors":[{"authorName":"何智海","id":"d284a902-9f8e-4b08-94b4-bb64a0ab69a8","originalAuthorName":"何智海"},{"authorName":"钱春香","id":"0ffbbe0c-1b53-4782-aa33-1b1c9ed2432d","originalAuthorName":"钱春香"},{"authorName":"钱桂枫","id":"dd861e3b-72df-4e42-acc8-72f6bb385518","originalAuthorName":"钱桂枫"},{"authorName":"孟凡利","id":"28a07ab2-0d08-4d67-b8cb-ea65ad3f7ef0","originalAuthorName":"孟凡利"},{"authorName":"程飞","id":"8f433d59-aca3-4626-a346-16e01790b998","originalAuthorName":"程飞"},{"authorName":"高祥彪","id":"6c683991-a878-456e-ae60-df7fce0e0d8b","originalAuthorName":"高祥彪"},{"authorName":"庄园","id":"e0d49cad-3f8c-4544-8501-e47b67079e01","originalAuthorName":"庄园"}],"doi":"","fpage":"925","id":"012cf742-03f0-418f-88af-49ca86d1e1fb","issue":"5","journal":{"abbrevTitle":"GNCL","coverImgSrc":"journal/img/cover/GNCL.jpg","id":"33","issnPpub":"1001-9731","publisherId":"GNCL","title":"功能材料"},"keywords":[{"id":"7473f418-c202-45ab-81d0-4cf29e9e7c03","keyword":"混凝土","originalKeyword":"混凝土"},{"id":"48514fe2-20e4-4695-aa58-fea087a0e070","keyword":"变系数","originalKeyword":"徐变系数"},{"id":"67a4ff0b-a8af-44ec-bfc8-714b1c72b529","keyword":"化学结合水","originalKeyword":"化学结合水"},{"id":"76f5dbf7-811b-463b-8ed6-5e1d515f895b","keyword":"减缩剂","originalKeyword":"减缩剂"},{"id":"5ea7a23a-4846-468e-a494-01c352107864","keyword":"等强度","originalKeyword":"等强度"}],"language":"zh","publisherId":"gncl201105040","title":"等强度下混凝土组分对变性能的影响","volume":"42","year":"2011"}],"totalpage":92,"totalrecord":917}