首页 | 本学科首页   官方微博 | 高级检索  
文章检索
  按 检索   检索词:      
出版年份:   被引次数:   他引次数: 提示:输入*表示无穷大
  收费全文   26篇
  免费   0篇
  国内免费   1篇
地球物理   10篇
地质学   7篇
海洋学   5篇
天文学   1篇
综合类   1篇
自然地理   3篇
  2019年   2篇
  2018年   1篇
  2017年   2篇
  2016年   3篇
  2013年   1篇
  2011年   3篇
  2010年   1篇
  2009年   3篇
  2007年   1篇
  2006年   2篇
  2005年   2篇
  2004年   1篇
  1997年   1篇
  1996年   1篇
  1994年   1篇
  1986年   1篇
  1984年   1篇
排序方式: 共有27条查询结果,搜索用时 46 毫秒
1.
This study reports on waterborne polymer emulsion systems that were used for structural modification of sandy soils. The first emulsion used was a styrene-acrylic, copolymer emulsion; the second and third were vinyl-acrylic, copolymer-based emulsions. Specimens were prepared by adding different polymer emulsions to the sand and water in prescribed amounts. The performance of the different emulsion systems as sand stabilizers was estimated through measurement of the hydraulic conductivity and compressive strength. Measurements of hydraulic conductivity were conducted in a flexible membrane test apparatus. The hydraulic conductivity for the three emulsions decreased at different rates, with an increase in polymer content up to 3 wt. (i.e., % by weight). Additional increase of polymer content did not introduce significant decrease in hydraulic conductivity, and, at 5 wt.%, the three emulsions had essentially the same effect. Measurements made on dry cylindrical specimens disclosed remarkable enhancement in the mechanical behavior of the system. The compressive strength and modulus of elasticity of the examined emulsions increased with a higher concentration of polymer. Scanning electron microscope (SEM) revealed that the reduction in the permeability and the improved mechanical properties can be attributed to three dominant structural changes: the development of interconnecting ties between the sand particles, the development of adhesion between neighboring sand particles in contact, and the covering of the sand particles with a thin polymer film.  相似文献   
2.
非离子聚合物稳定水敏岩层的应用研究   总被引:1,自引:0,他引:1  
水敏岩层机械破碎出露的新鲜岩面遇水侵蚀产生软化或泥化现象,致使孔(槽)壁变形量增大而失稳。实验表明,低聚合度、非离子型、结晶性好的高分子聚合物无固相稳定液,能以较快的竞争吸附速度在岩石的内、外表面产生渗析胶结和吸附胶结,并在不可逆的作用力下成膜,因而能抑制由水引起的岩石软化、泥化和崩解,可用以解决使用各类泥浆自由水滤失量大且泥皮易脱落而造成的孔(槽)壁坍塌问题。   相似文献   
3.
巢湖表层沉积物中生物易降解物质成分特征与分布规律   总被引:3,自引:1,他引:2  
富营养化湖泊的藻类残体大量沉降到湖底,其中易降解成分的降解和转化快速消耗底层水体中的溶解氧,极易造成水土界面缺氧,影响湖泊生态系统的健康.于2014年对巢湖12个样点的表层沉积物进行周年跟踪研究,分析样品中有机质来源、总有机碳(TOC)、蛋白质、总糖、总脂以及生物聚合物碳(BPC)等成分含量,揭示易降解有机质的成分特征及在巢湖的分布规律.研究表明:巢湖表层沉积物TOC含量较高,全湖样点平均含量达到1.24%.BPC含量占TOC含量的30.99%~60.48%,有机质中易降解成分含量较高,并且在冬季和夏季时在巢湖西北部湖区有明显累积;有机质及其中的生物易降解部分均主要集中在粒径4~8μm的表层沉积物上,在应用工程技术手段处理、降解表层沉积物中的过量有机质时,更应该关注粒径为4~8μm的沉积物颗粒.  相似文献   
4.
苔藓结皮复配凹凸棒基高吸水性固沙材料的生理特性   总被引:2,自引:1,他引:1  
陶玲  杜昊霖  张文杰  曹田  吕莹  任珺 《中国沙漠》2018,38(4):823-828
综合性固沙技术在荒漠治理方面有着良好的发展前景。通过研究荒漠苔藓与凹凸棒基高吸水性树脂固沙材料的复配质量比与接种量对苔藓结皮的生长状态与生理特性的影响,探索和优化生物固沙与化学固沙技术相结合的技术途径。结果表明:温度和光照一定时,荒漠苔藓与凹凸棒基高吸水性固沙材料以质量比1∶4复配,以接种量500g·m-2洒于沙面,所形成的苔藓结皮发育状况最佳。  相似文献   
5.
Recent years have seen a rapid rise in the political saliency of the ever growing volumes of municipal waste produced in the UK. In this paper, we examine how one particular part of the municipal waste stream – biodegradable waste – has come under the policy spotlight. As targets to divert biodegradable waste from landfill under the Landfill Directive come into force, the need to focus explicitly on recovering value from biodegradable materials has risen up national and local policy agendas, not least with the introduction of the Landfill Allowance Trading Scheme. Accompanying this new rationality for managing waste has been a suite of different policy interventions. In this paper we examine the impact of the changing nature of municipal waste policy and the ways in which it has sought to rework the disposal and collection of biodegradable waste. We argue that the predominantly technical framing and instrumental rationality of these interventions does not sufficiently challenge entrenched understandings regarding the boundaries between public and private responsibility for waste, and thus short-circuits their capacity to engage with everyday community/individual waste practices. In conclusion, we suggest that, in order to move waste management towards sustainability, there is a need both to engage with the institutional and infrastructural dimensions of the systems of provision within which waste management occurs, and to take seriously the everyday contexts within which making waste is practiced.  相似文献   
6.
About 3.5 billion ha of land, which amounts to almost 30% of the total solid land of the world, has been degraded by human activities. The ecological restoration of these lands is a major challenge for mankind since they are the only option left for increasing the amount of arable land and producing food for the ever growing worldwide population. One common feature of these degraded lands is the fact that their organic soil matter is degraded also. Rainfall therefore, changes from a blessing to a menace since it is not kept in the soil and therefore causes erosion. A solution for the restoration of these lands could be the application of superabsorbent polymers (SAPs) to these soils. These substances are like ‘artificial humus’ as they are hydrophilic and contain carboxylic groups. This enables them to bind cations and water. They have the following advantages for the restoration of degraded lands. They increase the plant available water in the soil which enables the plants to survive longer under water stress. SAP amendment to soils reduces the evapotranspiration rate of the plants. They induce a significantly higher growth rate in plants growing on SAP amended soil. They bind heavy metals and mitigate their action on plants. They mitigate the effects of salinity. The benefits of SAP amendment to soils substantially outweigh their costs.  相似文献   
7.
8.
云南地处云贵高原,地震活动频繁,是一个多震多灾的省份。当地民众对地震灾害的认知程度和自救互救能力,对于保护生命财产安全,减轻地震灾害损失,显得尤为重要。本文选取云南地震重点监视防御区为样本区域,对民众的地震科普知识认知情况和互联网信息智慧化推送接受程度等进行了调研。根据调查结果分析评价,10个样本区域民众的地震科普知识整体认知水平不高,“优秀”等级的州市为0,“良好”等级的州市有6个,“差”的州市有4个;对互联网智慧化推送的民众接受程度存在比较明显的群体差异。  相似文献   
9.
为了探究纤维增强聚合物(fiber reinforced polymers,FRP)管约束活性粉末混凝土(reactive powder concrete,RPC)方柱在低周反复荷载作用下的抗震性能,利用有限元软件ABAQUS对FRP管约束RPC方柱进行了数值模拟,并对不同轴压比、配箍率和FRP管厚度条件下约束柱的抗震性能进行了分析。结果表明:采用有限元模型对FRP管约束RPC方柱进行模拟是可靠的,有限元模拟结果和试验结果吻合较好;轴压比为0.2~0.6时,峰值荷载随轴压比的增大而增大,轴压比为0.7时的峰值荷载较0.6时反而下降;配箍率、FRP管厚度的增加可以改善约束柱的抗震性能,延缓强度和刚度的退化;FRP管厚度为0.501mm时的约束效果最好。  相似文献   
10.
The assessment of the static vulnerability under gravity loads of existing reinforced concrete (r.c.) framed buildings is a serious problem that requires the use of reliable methodologies to evaluate ductile and brittle mechanisms. The present work compares alternative formulations of member chord rotation and section and joint shear strength, proposed by Italian and European seismic codes and guidelines and other expressions available in the scientific literature. To this end, a r.c. framed building built sixty years ago with bi-directional (perimeter) and mono-directional (interior) plane frames, originally designed for five storeys then elevated to six during construction, is studied. A full characterization of the structure and its materials is carried out by means of destructive and non-destructive methods. Then, retrofitting based on the use of both innovative material, such as carbon fibre reinforced polymers (CFRP), and technology, such as base-isolation, are adopted to improve the static and seismic performances of the original structure. Finally, nonlinear analyses are carried out on a three-dimensional fibre model of the original and retrofitted structures, where an elastic linear law idealizes the behaviour of the CFRP up to tension failure and viscoelastic linear and bilinear models are used to idealize the behaviour of the elastomeric and sliding bearings, respectively.  相似文献   
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号