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钻井液试验用标准土研制与性能评价 被引量:1
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作者 卜海 张玉 +2 位作者 陈俊峰 陈雷旭 杨俊贞 《石油工业技术监督》 2019年第12期4-7,共4页
钻井液试验用标准土是评价水基钻井液用化学剂性能的基准物质,也是规范钻井液化学剂质量检测、有效实施标准的基础支撑。通过分析国内钻井液试验用标准土应用现状,结合标准土的性能要求,优选了宣化钙土为钻井液试验用标准土的矿源,设计... 钻井液试验用标准土是评价水基钻井液用化学剂性能的基准物质,也是规范钻井液化学剂质量检测、有效实施标准的基础支撑。通过分析国内钻井液试验用标准土应用现状,结合标准土的性能要求,优选了宣化钙土为钻井液试验用标准土的矿源,设计了生产工艺流程,研发了性能好、矿源广、成本低的钻井液试验用标准土,进一步评价了钻井液试验用标准土的黏土矿物组分、流变性能、抗温性能及复配性能。结果表明,新研发的钻井液试验用标准土性能稳定,重现性强,较好地替代原新疆夏子街标准土,为有效规范钻井液用化学剂产品质量检测和性能评价提供技术支撑。 展开更多
关键词 标准土 钻井液用化学剂 宣化钙 性能评价
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上海市测土配方施肥标准化验室创建成效与思考 被引量:4
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作者 高善民 林天杰 《上海农业科技》 2013年第1期21-22,16,共3页
为进一步规范上海市测土配方施肥标准化验室的运行程序、强化检测人员技术培训、提高分析化验水平、确保检测数据质量,阐述了上海市土肥检测体系围绕测土配方施肥、耕地质量建设和肥料市场监管等工作,开展测土配方施肥标准化验室创建工... 为进一步规范上海市测土配方施肥标准化验室的运行程序、强化检测人员技术培训、提高分析化验水平、确保检测数据质量,阐述了上海市土肥检测体系围绕测土配方施肥、耕地质量建设和肥料市场监管等工作,开展测土配方施肥标准化验室创建工作的主要措施、取得成效、存在不足及发展对策。通过开展测土配方施肥标准化验室创建工作,本市土肥检测体系逐步健全、检测水平大幅提升、服务领域进一步拓宽,为本市现代都市农业建设发挥了重要的技术支撑作用。 展开更多
关键词 配方施肥标准化验室 创建工作 措施 成效 不足 对策
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钻井液实验用标准钙土研究 被引量:3
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作者 杨俊贞 黄达全 +4 位作者 马翠雪 陈蕾旭 周怡 刘振慧 魏尽然 《钻井液与完井液》 CAS 北大核心 2012年第6期13-16,86,共4页
阐述了钻井液实验用钙土应用现状,对标准钙土的矿源进行了筛选,对标准钙土的生产工艺进行了研究,对标准钙土的特性及影响因素进行了分析。通过实验室间比对实验,优选出的钙土性能稳定,均质性好,可作为实验室用标准钙土,解决了迄今为止... 阐述了钻井液实验用钙土应用现状,对标准钙土的矿源进行了筛选,对标准钙土的生产工艺进行了研究,对标准钙土的特性及影响因素进行了分析。通过实验室间比对实验,优选出的钙土性能稳定,均质性好,可作为实验室用标准钙土,解决了迄今为止中国没有标准钙土的难题。建议尽快统一中国实验室实验用土,提高实验室间检测数据的可比性,提高检测效率,有效控制产品质量。 展开更多
关键词 标准 矿源 膨胀量 影响因素 比对实验
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ASTM D2487土的分类标准介绍 被引量:3
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作者 何平 《岩土工程技术》 2015年第4期201-204,F0003,共5页
介绍了美标ASTM D2487—00关于土的分类和命名规则,并结合现行的国标GB/T 50145—2007土的分类标准,分析了美标和国标在粒组、定名和代号等方面的的不同,可供同行借鉴。
关键词 ASTM D2487-00 GB/T 50145-2007 分类标准比较
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论水库大坝土料选择和填土标准确定 被引量:1
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作者 朱芳芳 《科技资讯》 2010年第26期47-47,共1页
近年国内外有些工程采用砾质粘土或人工加砾粘土(其中含有一定量d>5mm的粗粒)填筑防渗体,规范规定其粗粒含量不得超过50%,最大粒径不超过10cm~15cm或铺土厚度的2/3。坝体填土的压实是为了提高填土的密实度和均匀性,使填土具有足够... 近年国内外有些工程采用砾质粘土或人工加砾粘土(其中含有一定量d>5mm的粗粒)填筑防渗体,规范规定其粗粒含量不得超过50%,最大粒径不超过10cm~15cm或铺土厚度的2/3。坝体填土的压实是为了提高填土的密实度和均匀性,使填土具有足够的抗剪强度、抗渗性和抗压缩性。但压得越密实,越需要较大的压实功能,耗费越多的人力、财力和时间,有时反而不够经济合理。因此,设计时必须对选用的材料,确定合理的填筑方法和恰当的填筑标准,以取得既安全又经济的设计效果。 展开更多
关键词 大坝 料选择 标准 确定
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深厚软土中刚柔复合桩基的标准设计分析 被引量:1
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作者 游小兵 《中国标准化》 2017年第10X期157-158,共2页
在深厚软土广泛分布的沿海环湖地区,刚柔复合桩基是处理地基问题的常用措施和办法。刚柔复合桩基主要用来控制基础沉降,笔者在本文中将对刚柔复合桩基设计适用的地质条件与安全系数进行分析,进一步再说明深厚软土中的柔性桩基设计和刚... 在深厚软土广泛分布的沿海环湖地区,刚柔复合桩基是处理地基问题的常用措施和办法。刚柔复合桩基主要用来控制基础沉降,笔者在本文中将对刚柔复合桩基设计适用的地质条件与安全系数进行分析,进一步再说明深厚软土中的柔性桩基设计和刚性桩基的设计。 展开更多
关键词 深厚软刚柔复合桩基标准设计
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浅谈土石坝土料的选择与填土标准的确定
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作者 李增玲 《轻工设计》 2011年第1期20-20,共1页
简述土石坝土料的选择与填土标准的确定。
关键词 筑坝材料 石料 料填筑标准
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两种处理方式对测量土壤重金属元素含量结果的影响 被引量:3
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作者 史洪洲 刘永安 +2 位作者 汪扬媚 周倩 蔡光泽 《四川林业科技》 2016年第4期79-83,共5页
为探讨不同处理方式对土壤中重金属含量测量结果的影响,本实验通过湿法消解和高压密封消解两种处理方法消解四川盆地标准土壤(GSS-14),利用原子吸收法测定标准土壤消解液中镉(Cd)、铅(Pb)、铜(Cu)和铬(Cr)含量。结果表明:(1)采用两种消... 为探讨不同处理方式对土壤中重金属含量测量结果的影响,本实验通过湿法消解和高压密封消解两种处理方法消解四川盆地标准土壤(GSS-14),利用原子吸收法测定标准土壤消解液中镉(Cd)、铅(Pb)、铜(Cu)和铬(Cr)含量。结果表明:(1)采用两种消解方法均能将土壤样品中的Cd、Pb、Cu和Cr重金属元素消解出来,样品检出线均低于0.05μg·l^(-1);(2)高压密封消解法消解效果优于湿法消解,从试验结果看出,高压密封法测定结果的精密度和准确度相对湿法消解较高,测定结果准确可靠;(3)高压密封消解法可有效控制样品的损失及污染,且前处理操作过程较湿法消解简单、省时、省力,称样量和酸用量较少,环境污染小,能够满足土壤检测分析的要求,因此该法可以作为一种可行的土壤重金属元素分析方法。 展开更多
关键词 湿法消解 高压密封消解 标准土 重金属 差异性
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堤防土方填筑土料的重要性 被引量:4
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作者 关洪文 卢进英 +1 位作者 刘爱华 李熙珍 《黑龙江水利科技》 2013年第10期211-212,共2页
近几年来,国内外不少工程多选用人工加砾黏土或砾质黏土来完成堤防土方填筑,根据相关规定表明土料粗粒的含量必须控制在50%以内,并且最大粒径也需控制在10~15 cm以内,或者是控制在铺土厚度的2/3以内。同时堤防的压实也对填筑土料的均... 近几年来,国内外不少工程多选用人工加砾黏土或砾质黏土来完成堤防土方填筑,根据相关规定表明土料粗粒的含量必须控制在50%以内,并且最大粒径也需控制在10~15 cm以内,或者是控制在铺土厚度的2/3以内。同时堤防的压实也对填筑土料的均匀性和密实度有着极高的要求,使土料必须满足足够的抗渗性、抗剪强度和抗压缩性。为此,土料对堤防土方填筑有着非常关键的作用,是保证填筑更加符合规定的重要保证。 展开更多
关键词 料选择 标准 堤防 抗剪强度
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硬塑粘土层中钢筋混凝土顶管结构计算问题的探讨 被引量:1
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作者 王志进 苑藜 沙浣玲 《混凝土世界》 2022年第7期50-55,共6页
本文通过工程算例,分别计算管道顶进穿越均质淤泥、饱和粘性土、硬塑性粘性土和砂性土时,其管顶上部竖向土压力、管拱背部土压力和管道侧向土压力标准值,分析在硬塑性粘性土顶进时管顶上部竖向土压力和管道侧向土压力标准值出现负值的原... 本文通过工程算例,分别计算管道顶进穿越均质淤泥、饱和粘性土、硬塑性粘性土和砂性土时,其管顶上部竖向土压力、管拱背部土压力和管道侧向土压力标准值,分析在硬塑性粘性土顶进时管顶上部竖向土压力和管道侧向土压力标准值出现负值的原因,并提出将负值调整为零后带入后续计算的修正思路,供工程设计人员参考。 展开更多
关键词 顶管 硬塑性黏性 管顶上部竖向压力标准 管道侧向压力标准
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新书直通车--《实用环境保护标准汇编》(上、中、下)
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《中国标准导报》 2003年第8期16-16,共1页
关键词 《实用环境保护标准汇编》 书评 大气环境标准 水环境标准 声环境标准 环境质量标准 固体污染物控制标准
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Durability zonation standard of concrete structure design 被引量:5
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作者 金伟良 吕清芳 《Journal of Southeast University(English Edition)》 EI CAS 2007年第1期98-104,共7页
Durability zonation standard (DZS) is proposed to provide useful parameters for durable concrete structure design. It deals not only with the influence of environment on structures, but also with types, functions an... Durability zonation standard (DZS) is proposed to provide useful parameters for durable concrete structure design. It deals not only with the influence of environment on structures, but also with types, functions and importance of structures based on the theory of life cycle cost(LCC). First, the basic concept of DZS for concrete structure design is defined. Then the basic principles for DZS are established. The factors for zonation according to natural environmental conditions and structural importance are identified. The usefulness of DZS by citing a real application for concrete highway bridges in Zhejiang Province is demonstrated. Finally, durability regulations are provided accordingly to zonation. 展开更多
关键词 durability zonation standard concrete structure design zonation map life cycle cost
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伊敏露天矿复垦绿化技术研究 被引量:5
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作者 李文超 李继 +2 位作者 李希耀 王喜贤 吕守平 《露天采矿技术》 CAS 2016年第6期94-96,共3页
对伊敏露天矿的复垦绿化技术进行了详细阐述,并进行分析探讨,总结伊敏露天矿排土场复垦绿化技术方案:选择排土场种植物种——建立覆土技术标准——实施水保工程措施——管护复垦绿化成果,得出伊敏复垦绿化模式。
关键词 伊敏露天矿 复垦绿化 技术标准 水保工程措施
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Heavy Metal Transfer from Soil to Vegetable in Southern Jiangsu Province, China 被引量:47
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作者 HAO Xiu-Zhen ZHOU Dong-Mei +3 位作者 HUANG De-Qian CANG Long ZHANG Hai-Lin WANG Hui 《Pedosphere》 SCIE CAS CSCD 2009年第3期305-311,共7页
Vegetable fields in peri-urban areas receive large amounts of extraneous heavy metals because of rapid urbanization and industrialization in China. The concentrations of Cu, Zn, and Pb in 30 soil samples and 32 vegeta... Vegetable fields in peri-urban areas receive large amounts of extraneous heavy metals because of rapid urbanization and industrialization in China. The concentrations of Cu, Zn, and Pb in 30 soil samples and 32 vegetable samples, collected from 30 different sites in southern Jiangsu Province of China, were measured and their transfer from soil to vegetable was determined. The results showed that the soil samples had wide ranges of pH (4.25-7.85) and electrical conductivity (EC) (0.24-3.42 dS m^-1). Among the soil samples, there were four soil samples containing higher Cu and two soil samples containing higher Zn concentrations than those specified in the Chinese Soil Environmental Quality Standard II. However, no vegetable sample was found to contain a high level of Cu or Zn. In contrast, one vegetable sample contained 0.243 mg Pb kg^-1 FW, which was above the Chinese Food Hygiene Standard, whereas the corresponding soil Pb concentration was lower than the Chinese Soil Environmental Quality Standard II. The transfer coefficients of Cu of all vegetable samples exceeded the suggested coefficient range, implying that extraneous Cu had high mobility and bioavallability to vegetables. There was no significant correlation between extractable soil heavy metal concentrations with four kinds of extractants and soil pH, EC, heavy metal concentrations in vegetables and soils, except that soil pH correlated well with the extractable soil Cu, Zn, and Pb concentrations with 1.0 mol L-1 NH4NO3. Moreover, diethylenetriamine pentaacetic acid (DTPA) extraction method was a more efficient method of extracting heavy metals from the soils independent of soil pH and EC than other three methods used. 展开更多
关键词 heavy metal SOIL transfer coefficients VEGETABLE
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Soil Erosion and Its Basic Characteristics at Karst Rocky-desertified Land Consolidation Area: A Case Study at Muzhe Village of Xichou County in Southeast Yunnan, China 被引量:14
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作者 YANG Zisheng YANG Longfei ZHANG Bosheng 《Journal of Mountain Science》 SCIE CSCD 2010年第1期55-72,共18页
Xichou County of Wenshan Zhuang and Miao Autonomous Prefecture in southeast Yunnan is one of the karst mountainous areas in southwest China showing typical rock desertification. During this study, we set up three soil... Xichou County of Wenshan Zhuang and Miao Autonomous Prefecture in southeast Yunnan is one of the karst mountainous areas in southwest China showing typical rock desertification. During this study, we set up three soil erosion contrast test spots at Muzhe Village, Benggu Township, Xichou County, which was the birthplace of the Xichou rock-desertified land consolidation mode. The three spots included the terrace land spot (already consolidated land), sloping land spot (unconsolidated sloping land under rock desertification), and standard runoff spot (bare land spot). In 2007, a whole-year complete observation was conducted during the rainy season and "rainfall-erosion" data were obtained for 32 times. Our analysis showed that during the entire observation period, the number of the rainfalls that led to soil erosion accounted for 34.04% of the number of all rainfalls and the amount of the rainfalls that led to soil erosion accounted for 84.17% of the total amount of all rainfalls. The average erosive rainfall standard in the three test spots was 11.0mm, slightly higher than the lO mm standard that has been adopted all over China, but lower than the 12.7 mm standard of the US and the 13.0 mm standard of Japan. According to single-factor analysis, the soil loss in the sloping land spot (L2) and that in the bare land spot (L3) are correlated to certain extent to manyother factors, including the single precipitation (P), rainfall intensity during the maximum ten minutes (Lo), rainfall intensity during the maximum 20 minutes (I2o), rainfall intensity during the maximum 30 minutes (I30), rainfall intensity during the maximum 40 minutes (I4o), and rainfall intensity during the maximum 6o minutes (I60). Among these factors, they are of the highest relativity with I6o. According to double-factor analysis, both L2 and L3 are of good relativity with P and I60. According to multi-factor analysis, L2 and L3 are also of good relativity with seven rainfall indexes, namely, P, Ia (average rainfall intensity), L10, 120, I30, 140, and I60, with their related coefficient R reaching 0.906 and 0.914, respectively. The annual soil losses in the three test spots are widely different: 1030.70 t/km2.a in the terrace land spot, which indicates a low-level erosion; 12913.22 t/km2.a in the sloping land spot (unconsolidated spot), some 12.5 times than that in the terrace land spot, which indicates an ultra-high-level erosion; and 19511.67 t/km2-a in the bare land spot, some 18.9 times than that in terrace land spot, indicating an acute erosion. These figures fully show that the Xichou rock-desertified land consolidation mode plays a significant role in soil conservation. 展开更多
关键词 karst mountainous area rockdesertification land consolidation soil erosion testspot Xichou County
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浅谈q_p和f_k以及q_p值的合理选用
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作者 潘林有 《温州大学学报》 2000年第4期58-59,共2页
本文根据工程设计中碰到的地基问题,对桩端土承载力标准值(q_p)和地基承载力标准值(f_k)这二个对基础设计很重要的参数作了探讨,并对短桩q_p数值的合理选用提出了看法。
关键词 桩端承载力标准值(q_p) 地基承载力标准值(f_k)
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Stable response of axisymmetric two-phase water-saturated soil 被引量:6
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作者 蔡袁强 孟楷 徐长节 《Journal of Zhejiang University Science》 EI CSCD 2004年第9期1022-1027,共6页
Biot's dynamic consolidation equations and Hankel transform were used to derive the integral solutions of stress and displacement for axisymmetric harmonic excitations in the two-phase saturated soil with subjacen... Biot's dynamic consolidation equations and Hankel transform were used to derive the integral solutions of stress and displacement for axisymmetric harmonic excitations in the two-phase saturated soil with subjacent rock-stratum. The influence of the coefficient of permeability and loading frequency on the soil displacement at the ground surface were studied. The results showed that higher loading frequency led to more dynamic characteristics; and that the effect of the soil permeability was more obvious at higher frequencies. 展开更多
关键词 Biot's dynamic consolidation Lamb's problem Saturated subsoil
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Chemical Criteria to Assess Risk of Phosphorus Leaching from Urban Soils 被引量:19
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作者 ZHANGGan-Lin W.BURGHARDT YANGJin-Ling 《Pedosphere》 SCIE CAS CSCD 2005年第1期72-77,共6页
Soils from urban and suburban areas are normally enriched with phosphorus (P). Sixteen urban soils with a wide range of total P concentrations under typical urban land uses were sampled and analyzed for extractable P ... Soils from urban and suburban areas are normally enriched with phosphorus (P). Sixteen urban soils with a wide range of total P concentrations under typical urban land uses were sampled and analyzed for extractable P concentrations using water, sodium bicarbonate and citric acid. Meanwhile the soils were artificially leached in columns and P concentrations in the leachates were determined. With linear regression a two-stage linear relationship was found to exist between concentrations of P in the leachates … 展开更多
关键词 ASSESSMENT LEACHING PHOSPHORUS urban soils
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Environmental Effects of Water Quality of Melendiz Stream and Mamasin Dam Site in Aksaray City in the Central Anatolia of Turkey
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作者 Hatim Elhatip Hasan Kogyigit 《Journal of Agricultural Science and Technology(A)》 2016年第6期372-385,共14页
The main purpose of this study was to determine the changes in the water quality of Melendiz and Karasu streams, which recharge the Mamasin dam, and to evaluate its environmental impacts on the dam site that provides ... The main purpose of this study was to determine the changes in the water quality of Melendiz and Karasu streams, which recharge the Mamasin dam, and to evaluate its environmental impacts on the dam site that provides drinking water and irrigation demand in Aksaray city in the Central Anatolia of Turkey. The field researches were focused on estimating the main sources of contamination, determining and evaluating the changes in the water quality due to the direct wastewater discharges into the Melendiz and Karasu rivers, which recharge the Mamasin dam sites. During the study, water samples were collected from Melendiz and Karasu stream and Mamasin dam, and then, the physical and chemical analyses of water samples were conducted. The relevant in-situ and laboratory analyses were carried out during the dry and wet seasons. The results of the analyses showed that in term of the surface water quality criteria in terms of NO3-N value of both rivers and dam waters, the water quality is always considered as the 1st class in Melendiz stream, the 2nd class in Karasu stream and the 3rd class in Mamasin dam lake. Whereas, in terms of NO4-N values of both rivers and dam waters, the water quality is always considered as the 1st class in Melendiz stream, the 2nd-3rd class in Karasu stream. The total organic carbon (TOC) range for Karasu river is usually from 20 mg/L to 40 mg/L. The high value of organic matter in the Karasu stream can be explained by the availability of intensive green wetlands around this water resource. Finally, the Ministry of Forest and Water Authority give some suggestions for estimating protection zones of Melendiz stream and Mamasin basin's area, such as using the results of environmental tracers to investigate the agricultural contamination, including more sophisticated applications of multiple-tracer analyses to evaluate the travel time of contaminants and estimate the boundary of protection zones. 展开更多
关键词 Melendiz stream Mamasin dam water quality and pollution Aksaray city Turkey.
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A Comparative Analysis of Owner-Contractor Agreements in the Turkish and US Construction Industry
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作者 Pinar Irlayici Cakmak Elcin Tas 《Journal of Civil Engineering and Architecture》 2014年第4期492-498,共7页
Successful and cost-effective construction relies upon appropriate communication of the participants of the construction project. Hence, it is important to define the rights and responsibilities of the parties, and re... Successful and cost-effective construction relies upon appropriate communication of the participants of the construction project. Hence, it is important to define the rights and responsibilities of the parties, and relationships among them. In this context, well-designed and complete agreement is essential and necessary for the successfully completion of a construction project within the desired time, quality and budget. In this paper, it is aimed to analyze and compare the owner-contractor agreements in the Turkish and the US construction industry. First, the importance of construction contracts and contractual elements of an agreement is determined, and then, the standard owner-contractor agreement which is used in the Turkish construction industry is analyzed and compared with the US standard owner-contractor agreement. Finally, the differences between these agreements are put forward, the lack and deficiencies of Turkish standard agreement form are determined, and appropriate suggestions are improved. 展开更多
关键词 AIA (American Institute of Architects) construction contracts KIK (Kamu lhale Kurumu) owner-contractor agreement standard forms.
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