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国家自然科学基金(50879008)

作品数:13 被引量:66H指数:6
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发文基金:国家自然科学基金黑龙江省教育厅科学技术研究项目更多>>
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13 条 记 录,以下是 1-10
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水库淡水冰与混凝土材料的冻结强度试验
利用红旗泡水库天然淡水冰与两种不同粗糙度的混凝土材料进行了冻结附着强度试验。测试了水库淡水冰在5种(-2℃,-4℃,-6℃,-8℃和-10℃)温度以及应变速率变化范围为1×10-6~1×10-2s-1的冻结强度,得到冰与...
贾青; 于奎; 孙晓明; 于雪峰; 刘喜峰;
关键词:水库温度应变速率
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红旗泡水库不同重现期冰厚度的推算
决寒区水库内关于不同重现期冰的最大厚度问题,本文根据对黑龙江省红旗泡水库从1988年到2008年间的现场记录、调查资料等冰情观测资料,结合该地区从1952年至今安达气象站的气象资料,进行了统计分析.利用朱波夫模型建立了该...
贾青李志军梁景江李士森
关键词:水库厚度
Distributions of crystals and gas bubbles in reservoir ice during growth period被引量:6
2011年
In order to understand the dominant factors of the physical properties of ice in ice thermodynamics and mechanics, in-situ observations of ice growth and decay processes were carried out. Two samplings were conducted in the fast and steady ice growth stages. Ice pieces were used to observe ice crystals and gas bubbles in ice, and to measure the ice density. Vertical profiles of the type and size of ice crystals, shape and size of gas bubbles, and gas bubble content, as well as the ice density, were obtained. The results show that the upper layer of the ice pieces is granular ice and the lower layer is columnar ice; the average crystal size increases with the ice depth and remains steady in the fast and steady ice growth stages; the shape of gas bubbles in the upper layer of ice pieces is spherical with higher total content, and the shape in the middle and lower layers is cylinder with lower total content; the gas bubble size and content vary with the ice growth stage; and the ice density decreases with the increase of the gas bubble content.
Zhi-jun LIWen-feng HUANGQing JIAMatti LEPPARANTA
关键词:POROSITY
21世纪潜在的冰科学研究问题
根据近年东北水库冰科学研究收集的文献和2009年加拿大研究专项奖的调查访问的文献资料和经验,结合中国国情,粗浅地阐明21世纪寒区工程中潜在的冰科学问题。对于每一问题,没有深化内部各研究方向之间的关系和详细阐明它们的逻辑关...
李志军王国志
关键词:全球变暖
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天然和人造淡水冰内部结构特征的对比研究
为考察实验室冻结冰对天然淡水冰模拟的相似程度,对取自黑龙江红旗泡水库的天然冰样和实验室冻结的人工冰样进行冰晶类型、晶体平均尺寸、冰内气泡宏观形态、气泡含量和分布对比发现:天然冰上层为颗粒冰晶,中下层为柱状冰晶,冰晶粒径随...
黄文峰张丽敏李志军刘普李广伟
关键词:晶体气泡
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大庆红旗泡水库淡水冰弯曲强度试验研究被引量:7
2011年
采用三点弯曲法对大庆红旗泡水库淡水冰试样进行弯曲试验。冰梁发生破坏时,主要经历三个阶段:第一阶段是在杂质和气泡边缘首先产生微裂缝;随着荷载的增加,出现新的微裂缝,并且受拉区达到抗拉强度,此为第二阶段;此后荷载继续增加,冰中微裂缝扩展延伸为宏观裂缝,当施加的荷载大于冰梁的抗拉强度时,冰梁即被破坏,这是第三阶段。在分析上述淡水冰破坏机理的基础上,对试验结果进行研究。结果表明,水库淡水冰弯曲强度与应力速率和冰温有着密切关系。在小于2kPa/s的应力速率范围内,随着应力速率的增大,弯曲强度减小。冰温在-5℃~-15℃范围内,对应的应力速率在30~70kPa/s范围内时,冰梁弯曲强度达到极限,同时也揭示了极限弯曲强度对应的应力速率随着温度的降低逐渐向低应力速率转化。达到极限弯曲强度后,应力速率继续增加,弯曲强度值呈减小趋势。弯曲强度随着冰温的降低呈增加趋势,且弯曲强度在-15℃时达到最大值2 270kPa。
张傲妲冀鸿兰李志军张宝森徐晶
关键词:水库温度
Analysis on the crystals of sea ice cores derived from Weddell Sea,Antarctica被引量:4
2010年
In order to understand the sea ice types and its region of origin frozen in Weddell Sea,27 ice cores were taken from Weddell Sea,Antarctica during September and October,2006.Their crystals were analyzed,and their ice forming processes were evaluated based on the crystals.Photos of the thin sections from two whole ice cores,and from polygonal granular superimposed ice were taken as well as corresponding stratigraphy descriptions.Vertical profiles of salinity, density and grain size were also obtained.Based on ice core structural texture,the findings include that: 1) although large and smooth ice floes were selected as the investigation sites, the ice sheet at the sampling position may be formed by rafted ice,consolidated ice ridges and second-year ice which were affected by dynamic and thermodynamic processes together subsequently.Ice formed in pure thermal growth comprises minority.The polygonal granular superimposed ice from refrozen wetted dense snow is one type of the ice in Antarctica.2) Of the all 27 ice cores,the granular,mixed granular-columnar and columnar crystals in sea ice occupy 28.7%,14.4% and 55.2%,respectively.3) The pure thermal growth ice is predominant in marginal sea ice zone;the rafted ice and consolidated ice ridges,even second-year ice and polygonal granular superimposed ice from dynamic and thermal effects were found in front of Larsen A Ice Shelf;the thermal growth ice froze in the polynyas of Larsen A,and was transferred outwards.
李志军Nicolaus MarcelToyota TakenobuHaas Christian
关键词:ANTARCTICSALINITY
Experimental Study on Uniaxial Compressive Strength of Reservoir Ice被引量:4
2012年
Uniaxial compression experiments on horizontal and ervoir were conducted at different temperatures and strain rates vertical samples of first-year freshwater ice in a res- with an electronic universal machine equipped with low temperature cabinet. The results show that there is no difference between the strengths of two horizontal samples with grain sizes ranging from 1 to 4 mm and 4 to 14 mm, while the strength of the 1--4 mm vertical samples is 1.4 times higher than that of the 4--14 mm vertical samples because of the change of crystal structure. For different load- ing directions, the strengths of the horizontal samples do not differ from those of the vertical samples with the same grain sizes. The relation among the uniaxial compressive strength, strain rate and temperature was established through data analysis in both the ductile and brittle regions.
张丽敏李志军贾青黄文峰
关键词:TEMPERATURE
Experimental study on the effect of porosity on the uniaxial compressive strength of sea ice in Bohai Sea被引量:12
2011年
For the abnormal ice condition in 2009-2010 winter, sea ice samples were collected in a tide ditch outside a port in the east coast of Liaodong Bay, and ice specimens were prepared. Experimental study was carried out with a temperature-control precision of 0.1℃, and 117 columnar-grained ice specimens were loaded along the direction parallel to ice surface under different test temperatures (-4, -7, -10, -13, -16℃) and strain rates ranging from 10^-6 to 10^-2 s^-1 within which the ductile region, duetile-brittle transition and brittle region are contained. The uniaxial compressive strengths, density and salinity of the ice specmens were measured. The results support the curved-surface relationship between the uniaxial compressive strength and porosity within a wide range of strain rate. The curved-surface relationship gives a quantitative description about the variations of the mechanical behavior transition point with ice porosity, and supplies a uniform mathematical representation of uniaxial compressive strength under different failure modes. Besides, it is deduced that abnormal ice condition in 2009-2010 winter will not result in a change of the uniaxial compressive strength of sea ice in Bohai Sea.
LI ZhiJunZHANG LiMinLU PengMatti LEPPARANTALI GuangWei
水库淡水冰与混凝土材料的冻结强度试验
利用红旗泡水库天然淡水冰与两种不同粗糙度的混凝土材料进行了冻结附着强度试验。测试了水库淡水冰在5种(-2℃,-4℃,-6℃,-8℃和-10℃)温度以及应变速率变化范围为1×10~1×10 s的冻结强度,得到冰与混凝土材料...
贾青李志军黄文峰于奎孙晓明刘喜峰
关键词:水库温度应变速率
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