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冻融作用对土壤理化性质及风水蚀影响研究进展 被引量:42
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作者 孙宝洋 李占斌 +4 位作者 肖俊波 张乐涛 马波 李建明 程冬兵 《应用生态学报》 CAS CSCD 北大核心 2019年第1期337-347,共11页
冻融侵蚀在我国分布范围广,是主要土壤侵蚀类型之一,而冻融作用与其他营力复合进行侵蚀的分布范围比单纯的冻融侵蚀更广,所造成的危害也更大.本文基于国内外已有研究成果,总结评述了冻融作用对土壤理化性质及风蚀和水蚀影响的相关研究进... 冻融侵蚀在我国分布范围广,是主要土壤侵蚀类型之一,而冻融作用与其他营力复合进行侵蚀的分布范围比单纯的冻融侵蚀更广,所造成的危害也更大.本文基于国内外已有研究成果,总结评述了冻融作用对土壤理化性质及风蚀和水蚀影响的相关研究进展.冻融条件下,土壤水分发生运移,结构被破坏,土壤孔隙度、容重、抗剪强度、团聚体稳定性和有机质等理化性质均发生变化,其变化趋势和幅度与土壤质地、冻融程度有关.冻融作用通过改变土壤理化性质,增加土壤可蚀性,从而影响土壤风蚀和水蚀发生及过程,导致侵蚀强度增大.目前,冻融研究以室内模拟为主,与野外实际冻融过程差异较大,且由于试验条件不同,得到的结论无法统一,甚至相反.因此,通过室内模拟与野外实测相结合,加强冻融条件下土壤侵蚀机理研究是下一步的重点,这对季节性冻融区解冻期侵蚀预报和防治具有重要意义. 展开更多
关键词 冻融作用 土壤理化性质 风蚀 水蚀
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草甸土近地表解冻深度对融雪侵蚀影响模拟研究 被引量:12
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作者 范昊明 武敏 +2 位作者 周丽丽 张德禹 刘佳 《水土保持学报》 CSCD 北大核心 2010年第6期28-31,共4页
采用室外人工模拟融雪水冲刷试验,研究了春季解冻期近地表草甸土解冻深度对坡面融雪水冲刷侵蚀过程的影响。结果表明:土壤解冻深度对产流及侵蚀有较大影响。由于冲刷过程中冻土层逐渐向下移动,解冻土层厚度增加,坡面产流和侵蚀也随之经... 采用室外人工模拟融雪水冲刷试验,研究了春季解冻期近地表草甸土解冻深度对坡面融雪水冲刷侵蚀过程的影响。结果表明:土壤解冻深度对产流及侵蚀有较大影响。由于冲刷过程中冻土层逐渐向下移动,解冻土层厚度增加,坡面产流和侵蚀也随之经历着此消彼长的复杂过程。对同一冲刷强度,解冻深度愈小,坡面初始产流时间愈早,前期侵蚀率愈大,冲刷后期侵蚀率增幅减小。初始解冻深度越大,坡面初始产流时间愈晚,前期侵蚀率较为稳定,但随冲刷时间的延长,坡面随解冻深度不同发生不同程度的细沟侵蚀,侵蚀量急剧增大,冲刷过程中侵蚀率大小的变化受细沟发育程度的影响较大。 展开更多
关键词 模拟融雪 解冻深度 产流过程 侵蚀过程 草甸土
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多年冻土热融滑塌的地温变化及滑坡过程分析 被引量:12
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作者 马立峰 牛富俊 杨宁芳 《水文地质工程地质》 CAS CSCD 北大核心 2006年第3期53-56,71,共5页
随着青藏高原工程强度的提高,冻土区斜坡稳定性成为工程建设必须面对和解决的问题,其中最为严重也是较难防治的斜坡失稳是热融滑塌.针对典型热融滑塌进行的温度监测资料表明,在滑塌的影响下,其下多年冻土地温年变化幅度趋小而年平均地... 随着青藏高原工程强度的提高,冻土区斜坡稳定性成为工程建设必须面对和解决的问题,其中最为严重也是较难防治的斜坡失稳是热融滑塌.针对典型热融滑塌进行的温度监测资料表明,在滑塌的影响下,其下多年冻土地温年变化幅度趋小而年平均地温升高,导致产生这一现象的原因在于每年进入多年冻土的冷能有所降低.滑坡溯源侵蚀范围监测资料表明,滑塌范围的扩展随地温的周期变化波动进行,并主要集中在7~9月,最大扩展范围出现在沿坡体倾向方向.热融滑塌的产生与多年冻土条件和外因力的诱发关系密切,工程治理要考虑引起滑坡消亡的基本条件. 展开更多
关键词 多年冻土 热融滑塌 地温 溯源侵蚀 工程治理
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冻融作用对典型黑土土壤风蚀的影响 被引量:9
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作者 王一菲 郑粉莉 +4 位作者 张加琼 左小锋 桑琦明 张勋昌 王伦 《水土保持学报》 CSCD 北大核心 2020年第5期34-41,共8页
东北黑土区农田晚春冻融作用通过改变土壤物理性质而对风蚀作用有重要影响。基于室内冻融模拟试验与风洞试验,分析了东北典型黑土区前期冻融作用对土壤风蚀的影响。试验处理包括3个土壤含水量(16.5%,24.8%,33.0%)、3个风速(9,12,15 m/s)... 东北黑土区农田晚春冻融作用通过改变土壤物理性质而对风蚀作用有重要影响。基于室内冻融模拟试验与风洞试验,分析了东北典型黑土区前期冻融作用对土壤风蚀的影响。试验处理包括3个土壤含水量(16.5%,24.8%,33.0%)、3个风速(9,12,15 m/s)、1次冻融循环。试验过程是先将装有不同含水量土壤的试验土槽进行冻融循环模拟,然后将冻融后的土壤在室温下自然风干(至其土壤含水量为6.0%~7.0%)后进行风洞试验。结果表明:前期土壤冻融作用显著增加了风蚀量和输沙量,试验条件下前期土壤冻融作用使风蚀强度增加23.5%~404.2%,使平均输沙率增加59.1%~305.3%,其增加幅度受土壤含水量和风速影响。同时有、无前期冻融作用处理下,风蚀强度和风蚀输沙率皆随风速的增加而显著增加,且风蚀强度随风速的变化遵循幂函数关系。在冻融作用下,不同土壤冻结含水量下土壤风蚀强度和输沙率的增幅排序皆为16.5%>33.0%>24.8%。风蚀输沙率随地表高度的增加呈指数递减,风蚀输沙主要集中在距地表40 cm的范围内,且冻融作用使风蚀输沙高度增加。 展开更多
关键词 冻融 风蚀 风速 交互作用 东北黑土区
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砒砂岩原状坡面不同季节复合侵蚀动力的贡献研究 被引量:7
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作者 付金霞 王静 +4 位作者 张宝利 吴娟 杨玉春 肖培青 姚文艺 《农业工程学报》 EI CAS CSCD 北大核心 2020年第11期66-73,共8页
为揭示黄河中游砒砂岩区多动力复合侵蚀的季节变化特征,该研究融合野外原位观测、三维激光扫描仪技术和GIS等多研究手段,基于2018年3月-2019年4月砒砂岩裸坡上3个试验小区的各4期地形点云数据、坡面实测侵蚀量以及研究区气候数据,分析... 为揭示黄河中游砒砂岩区多动力复合侵蚀的季节变化特征,该研究融合野外原位观测、三维激光扫描仪技术和GIS等多研究手段,基于2018年3月-2019年4月砒砂岩裸坡上3个试验小区的各4期地形点云数据、坡面实测侵蚀量以及研究区气候数据,分析了砒砂岩水蚀、冻融侵蚀、风蚀的季节交互特征,并分离了各侵蚀动力对原状坡面的侵蚀贡献。3个试验小区为水力+冻融+风力复合侵蚀原状小区、水力+冻融复合侵蚀小区和冻融小区,尺寸均为12.5 m×2.5 m。结果表明,3月-6月、11月-翌年4月砒砂岩坡面侵蚀动力以冻融+风力为主,7-10月坡面侵蚀动力以水力为主。在3月-6月、7月-10月、11月-翌年4月3个时段中,水力+冻融+风力原状小区内侵蚀量比例分别为10.58%、76.61%和12.81%,水力+冻融复合侵蚀小区内侵蚀量比例分别为10.43%、78.57%和11%,冻融小区内侵蚀量比例分别为31.90%、28.65%和39.45%。3个时段中,对原状坡面而言,水力侵蚀的贡献率分别为21.85%、71.42%和11.12%,冻融侵蚀的贡献率分别为53.09%、6.58%和54.20%,风力侵蚀的贡献率分别为25.06%、21.99%和34.69%。在3月-6月、11月-翌年4月,冻融侵蚀量最大,水力侵蚀量最小;7月-10月,水力侵蚀量最大,冻融侵蚀量最小。在整个研究期,原状坡面侵蚀量中水蚀占58.45%、冻融和风蚀共占41.55%。2018年各侵蚀动力对坡面的影响程度由大到小依次为水力侵蚀、冻融侵蚀、风力侵蚀。研究结果可为砒砂岩区复合侵蚀综合治理提供理论依据。 展开更多
关键词 GIS 砒砂岩坡面 冻融 复合侵蚀 季节 三维激光扫描仪
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Classification and Assessment of Freeze-Thaw Erosion in Tibet, China 被引量:5
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作者 ZHANGJian-guo YANGYong-hong LIUShu-zhen 《Wuhan University Journal of Natural Sciences》 EI CAS 2005年第4期635-640,共6页
Based on the analysis of existing relevant research result, a theoretical basis for the defining freeze- thaw erosion zones of Qinghai-Tibet Plateau was been put forward, and a equation for calculating the altitude of... Based on the analysis of existing relevant research result, a theoretical basis for the defining freeze- thaw erosion zones of Qinghai-Tibet Plateau was been put forward, and a equation for calculating the altitude of the lower bound of the freeze-thaw erosion zones of Qinghai-Tibet Plateau was been established in this paper. Moreover, the freeze-thaw erosion zones in Tibet was been identified by using Geographical Information System (GIS) software. Next, based on the comprehensive analysis of impact factors of freeze-thaw erosion, this paper chooses annul temperature range, slop and vegetation as three indexes, works out the criteria for relative classification of freeze-thaw erosion, and realizes the relative classification of the freeze-thaw erosion in Tibet under the support of GIS software. Then, a synthetic assessment of freeze-thaw erosion in Tibet was been done according to the relative classification result. 展开更多
关键词 Key words freeze thaw erosion TIBET ASSESSMENT
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Review and prospect of soil compound erosion 被引量:1
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作者 YANG Wenqian ZHANG Gangfeng +2 位作者 YANG Huimin LIN Degen SHI Peijun 《Journal of Arid Land》 SCIE CSCD 2023年第9期1007-1022,共16页
Soil erosion is one of the most serious environmental issues constraining the sustainable development of human society and economies.Soil compound erosion is the result of the alternation or interaction between two or... Soil erosion is one of the most serious environmental issues constraining the sustainable development of human society and economies.Soil compound erosion is the result of the alternation or interaction between two or more erosion forces.In recent years,fluctuations and extreme changes in climatic factors(air temperature,precipitation,wind speed,etc.)have led to an increase in the intensity and extent of compound erosion,which is increasingly considered in soil erosion research.First,depending on the involvement of gravity,compound erosion process can be divided into compound erosion with and without gravity.We systematically summarized the research on the mechanisms and processes of alternating or interacting soil erosion forces(wind,water,and freeze-thaw)considering different combinations,combed the characteristics of compound erosion in three typical regions,namely,high-elevation areas,high-latitude areas,and dry and wet transition regions,and reviewed soil compound erosion research methods,such as station observations,simulation experiments,prediction models,and artificial neural networks.The soil erosion model of wind,water,and freeze-thaw interaction is the most significant method for quantifying and predicting compound erosion.Furthermore,it is proposed that there are several issues such as unclear internal mechanisms,lack of comprehensive prediction models,and insufficient scale conversion methods in soil compound erosion research.It is also suggested that future soil compound erosion mechanism research should prioritize the coupling of compound erosion forces and climate change. 展开更多
关键词 soil compound erosion soil erosion gravity erosion wind and water erosion freeze-thaw erosion
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Spatial and temporal change patterns of freeze-thaw erosion in the three-river source region under the stress of climate warming 被引量:5
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作者 GUO Bing LUO Wei +1 位作者 WANG Dong-liang JIANG Lin 《Journal of Mountain Science》 SCIE CSCD 2017年第6期1086-1099,共14页
The three-river source region(TRSR), located in the Qinghai-Tibet Plateau in China, suffers from serious freeze-thaw(FT) erosion in China. Considering the unique eco-environment and the driving factors of the FT proce... The three-river source region(TRSR), located in the Qinghai-Tibet Plateau in China, suffers from serious freeze-thaw(FT) erosion in China. Considering the unique eco-environment and the driving factors of the FT process in the TRSR, we introduce the driving force factors of FT erosion(rainfall erosivity and wind field intensity during FT period) and precipitation during the FT period(indicating the phase-changed water content). The objective was to establish an improved evaluation method of FT erosion in the TRSR. The method has good applicability in the study region with an overall precision of 92%. The spatial and temporal changes of FT erosion from 2000 to 2015 are analyzed. Results show that FT erosion is widely distributed in the TRSR, with slight and mild erosion being the most widely distributed, followed by moderate erosion. Among the three sub-regions, the source region of the Yellow River has the slightest erosion intensity, whereas the erosion intensity of the source region of Yangtze River is the most severe. A slight improvement can be observed in the condition of FTerosion over the whole study region from 2000 to 2015. Vegetation coverage is the dominant factor affecting the intensity of FT erosion in the zones with sparse vegetation or bare land, whereas the climate factors play an important role in high vegetation coverage area. Slopes>28° also have a significant effect on the intensity of FT erosion in the zones. The results can provide a scientific basis for the prevention and management of the soil FT erosion in the TRSR. 展开更多
关键词 Freeze-thaw erosion Vegetation Precipitation Three-river source region Global warming
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草甸土近地表解冻深度对坡面降雨侵蚀影响研究 被引量:5
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作者 范昊明 张瑞芳 +1 位作者 武敏 周丽丽 《水土保持学报》 CSCD 北大核心 2010年第3期5-8,共4页
采用室外人工模拟降雨实验,研究了春季解冻期近地表草甸土解冻深度对该时期坡面降雨侵蚀过程的影响。结果表明:土壤解冻深度对入渗、产流以及侵蚀量有较大影响。由于降雨过程中冻土层逐渐向下移动,解冻土层厚度增加,坡面产流和入渗也随... 采用室外人工模拟降雨实验,研究了春季解冻期近地表草甸土解冻深度对该时期坡面降雨侵蚀过程的影响。结果表明:土壤解冻深度对入渗、产流以及侵蚀量有较大影响。由于降雨过程中冻土层逐渐向下移动,解冻土层厚度增加,坡面产流和入渗也随之经历着此消彼长的过程。对同一降雨强度,解冻深度愈小,坡面初始产流时间愈早,前期侵蚀率愈大,土壤侵蚀总量也愈大,但降雨后期侵蚀率增幅减小。随着降雨时间的延长,坡面随解冻深度不同发生不同程度的细沟侵蚀。降雨前期解冻深度越小,降雨过程中发展为细沟侵蚀的时间越早,侵蚀强度也越严重,降雨过程中侵蚀率大小的变化也受到细沟发育程度的影响。 展开更多
关键词 模拟降雨 解冻深度 产流过程 侵蚀过程 草甸土
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冻融与盐蚀耦合作用下混凝土的细观特征与损伤演化规律 被引量:1
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作者 陈少杰 任建喜 +3 位作者 刘浪 李玉根 任翔 符强 《硅酸盐学报》 EI CAS CSCD 北大核心 2024年第11期3524-3536,共13页
通过快速冻融试验,结合X射线计算机断层成像(CT)扫描技术和三维重构分析,在细观尺度上研究了不同氯盐浓度环境与冻融作用下混凝土剥落深度、体积损失率、孔隙结构和CT值的变化规律。基于CT数据建立了混凝土的损伤演化模型,并与波幅和质... 通过快速冻融试验,结合X射线计算机断层成像(CT)扫描技术和三维重构分析,在细观尺度上研究了不同氯盐浓度环境与冻融作用下混凝土剥落深度、体积损失率、孔隙结构和CT值的变化规律。基于CT数据建立了混凝土的损伤演化模型,并与波幅和质量定义的损伤进行了对比分析。结果表明:冻融与盐蚀耦合作用下混凝土主要发生砂浆剥落破坏,剥落深度和体积损失率随冻融次数的增加而增大。冻融过程中混凝土的损伤由表及里,随着表面砂浆剥落,部分闭口孔逐渐转为开口孔,最终消失,试样孔隙率整体呈波动增大趋势。氯盐浓度对混凝土冻融损伤发展速度影响显著,随着氯盐浓度的增加,混凝土的剥落深度和体积损失率呈先增大后减小的趋势。混凝土的超声波波幅随冻融次数的增加逐渐减小,二者存在较好的指数关系。试验设计的4种浓度中,3.5%(质量分数)氯盐溶液中的混凝土冻融破坏最严重。基于CT数据定义的损伤演化模型与波幅和质量表征的损伤度线性关系良好,且与质量损失率吻合度更高,说明该模型较好地反映了混凝土的损伤演化过程。 展开更多
关键词 冻融 盐蚀 混凝土 细观特征 扫描技术 损伤分析
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冻融、海蚀和老化条件下GFRP隔震支座橡胶片劣化性能试验研究 被引量:5
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作者 袁谱 谭平 《建筑结构》 CSCD 北大核心 2021年第8期21-25,共5页
综合考虑冻融、海蚀和老化条件下GFRP隔震支座的材料组成和所处环境的情况,确定橡胶片性能变化是GFRP隔震支座力学性能变化的主要因素之一。对32个GFRP隔震支座分别开展海水腐蚀、高温老化和水冻水融试验,并分析试验前后橡胶片力学性能... 综合考虑冻融、海蚀和老化条件下GFRP隔震支座的材料组成和所处环境的情况,确定橡胶片性能变化是GFRP隔震支座力学性能变化的主要因素之一。对32个GFRP隔震支座分别开展海水腐蚀、高温老化和水冻水融试验,并分析试验前后橡胶片力学性能的变化规律。结果表明:在冻融、海蚀和老化条件下,橡胶片硬度、定伸应力和拉伸强度随着时间推移而增大,橡胶片拉断伸长率随着时间推移而下降。橡胶片在试验中力学性能变化率有所不同,考察时间、温度和水分因素对橡胶片力学性能影响,分析比较得出对于橡胶片力学性能劣化,温度影响显著,水分影响次之,时间影响甚微。 展开更多
关键词 橡胶片 隔震支座 冻融 海蚀 老化 性能劣化
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Freeze-thaw cycles and associated geomorphology in a post-glacial environment:current glacial,paraglacial,periglacial and proglacial scenarios at Pico de Orizaba volcano,Mexico
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作者 Víctor SOTO Carlos M.WELSH R. +1 位作者 Kenji YOSHIKAWA Hugo DELGADO GRANADOS 《Journal of Mountain Science》 SCIE CSCD 2024年第6期1954-1977,共24页
The glacial history of Pico de Orizaba indicates that during the Last Glacial Maximum,its icecap covered up to~3000 m asl;due to the air temperature increasing,its main glacier has retreated to 5050 m asl.The retracti... The glacial history of Pico de Orizaba indicates that during the Last Glacial Maximum,its icecap covered up to~3000 m asl;due to the air temperature increasing,its main glacier has retreated to 5050 m asl.The retraction of the glacier has left behind an intense climatic instability that causes a high frequency of freeze-thaw cycles of great intensity;the resulting geomorphological processes are represented by the fragmentation of the bedrock that occupies the upper parts of the mountain.There is a notable lack of studies regarding the fragmentation and erosion occurring in tropical high mountains,and the associated geomorphological risks;for this reason,as a first stage of future continuous research,this study analyzes the freezing and thawing cycles that occur above 4000 m asl,through continuous monitoring of surface ground temperature.The results allow us to identify and characterize four zones:glacial,paraglacial,periglacial and proglacial.It was found that the paraglacial zone presents an intense drop of temperature,of up to~9℃ in only sixty minutes.The rock fatigue and intense freeze-thaw cycles that occur in this area are responsible for the high rate of rock disintegration and represent the main factor of the constant slope dynamics that occur at the site.This activity decreases,both in frequency and intensity,according to the distance to the glacier,which is where the temperature presents a certain degree of stability,until reaching the proglacial zone,where cycles are almost non-existent,and therefore there is no gelifraction activity.The geomorphological processes have resulted in significant alterations to the mountain slopes,which can have severe consequences in terms of risk and water. 展开更多
关键词 FREEZE-thaw Gelifraction Mountain mechanical erosion Periglacial geomorphology Postglacial scenarios
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黑龙江省冻融侵蚀强度分级评价及空间分布特征
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作者 王景萍 张学霞 +1 位作者 古丽米热·甫拉提 王紫薇 《农业工程学报》 EI CAS CSCD 北大核心 2024年第5期168-176,共9页
黑龙江省肩负维护国家生态安全、保障国家粮食安全的重任,近年来因冻融侵蚀影响,自然环境和黑土资源受到严重威胁。为了定量揭示黑龙江省冻融侵蚀强度的空间异质性及其影响因素,该研究选取10个冻融侵蚀强度评价指标,并确定其权重。通过... 黑龙江省肩负维护国家生态安全、保障国家粮食安全的重任,近年来因冻融侵蚀影响,自然环境和黑土资源受到严重威胁。为了定量揭示黑龙江省冻融侵蚀强度的空间异质性及其影响因素,该研究选取10个冻融侵蚀强度评价指标,并确定其权重。通过构建多元回归模型得到冻融侵蚀下限,将权重和赋值结果代入综合评价指数模型,利用自然断点法对冻融侵蚀强度进行分级。研究结果表明:1)黑龙江省冻融侵蚀总面积为1.917×10~5 km^(2),占全省面积的40.53%,其中强烈和极强烈侵蚀分别占冻融侵蚀总面积的20.66%和10.54%。2)黑龙江省中度冻融侵蚀以上的区域呈现三区一带的特征。三区分别为大兴安岭地区、小兴安岭地区和张广才岭地区;一带为西北—东南走向的“三岭一平原”廊道。3)黑龙江省冻融侵蚀强度在空间上表现出明显的正相关和集聚性特征,强度相近的冻融侵蚀区在空间上积聚,高强度和低强度的冻融侵蚀区在空间上分异,产生了多个高强度和低强度的冻融侵蚀区。4)植被覆盖度的增加可以降低冻融侵蚀强度,在植被覆盖度小于20%的地方,冻融侵蚀尤为剧烈;冻融侵蚀主要发生在土壤含水量为0.2~0.3 m^(3)/m^(3)的区域,而极少发生在土壤水分含量小于0.2 m^(3)/m^(3)的区域。研究结果通过对比验证显示出较高的可靠性,可为该地区冻融侵蚀的防护和管理提供依据,并为类似区域提供借鉴方法和技术参考。 展开更多
关键词 土壤 冻融 侵蚀 层次分析法 优序图法 综合指数评价模型 空间异质性
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酸碱和冻融双重腐蚀下混凝土力学效应的试验研究 被引量:2
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作者 鲁丽华 陈四利 +1 位作者 宁宝宽 胡大伟 《公路》 北大核心 2006年第8期154-158,共5页
在酸碱和冻融双重腐蚀条件下,进行了混凝土室内模拟试验。通过对混凝土的表面腐蚀现象、单轴抗压强度以及应力—应变关系的探讨和分析,结果表明:强酸和强碱均对混凝土具有明显的腐蚀性;酸碱和冻融循环腐蚀在不同时期分别占据主导作用,... 在酸碱和冻融双重腐蚀条件下,进行了混凝土室内模拟试验。通过对混凝土的表面腐蚀现象、单轴抗压强度以及应力—应变关系的探讨和分析,结果表明:强酸和强碱均对混凝土具有明显的腐蚀性;酸碱和冻融循环腐蚀在不同时期分别占据主导作用,双重腐蚀加速了混凝土力学性能的劣化。同时,对酸碱和冻融腐蚀的机理进行了分析。本文的研究对混凝土在复杂环境条件下的设计和工程应用具有重要参考价值。 展开更多
关键词 混凝土 酸碱腐蚀 冻融 抗压强度 腐蚀机理 耐久性
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丙乳砂浆施工技术在青峰岭水库溢洪道闸底板修复中的应用 被引量:2
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作者 王家忠 冯宝珍 《水利建设与管理》 2014年第2期22-24,36,共4页
本文分析了青峰岭水库溢洪道闸底板冻融剥蚀成因,结合当前水工建筑物修复材料进行修复方案比选,确定工程采用丙乳砂浆修复方案。文章还总结了工程施工中的工艺流程及技术控制措施,在水工建筑物修复工程中具有一定推广应用价值。
关键词 溢洪道闸底板 冻融剥蚀 丙乳砂浆 施工工艺
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Assessment of Terrestrial Ecosystem Sensitivity and Vulnerability in Tibet 被引量:2
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作者 李元征 韩风森 周宏轩 《Journal of Resources and Ecology》 CSCD 2017年第5期526-537,共12页
The Tibetan Plateau serves an important shelter function for the ecological security of Asia, and especially China. Here, we proposed and improved indicators and methods for assessing the ecological sensitivity and vu... The Tibetan Plateau serves an important shelter function for the ecological security of Asia, and especially China. Here, we proposed and improved indicators and methods for assessing the ecological sensitivity and vulnerability of the terrestrial alpine Plateau ecosystems and assessed the freeze-thaw erosion, land desertification, water-caused soil loss, and land salinization sensitivity, together with ecological vulnerability, from the overall ecological sensitivity, ecological pressure, and elasticity aspects in Tibet. The results indicate that the terrestrial ecosystem of Tibet is quite sensitive to freeze-thaw erosion, land desertification and water-caused soil loss. Extremely and highly sensitive regions account for 9.62% and 83.69%, respectively, of the total area of the Tibet Autonomous Region. Extremely and highly vulnerable areas account for 0.09% and 52.61%, respectively, primarily distributed in the Himalayan and Gangdise mountain regions in west Tibet; the Nyainqentanglha, Tanggula, Hoh Xil, and Kunlun mountain regions; and the northwest and northern regions of the Changtang Plateau. The results will aid the development of customized protection schedules according to different ecological issues in each region. 展开更多
关键词 freeze-thaw erosion land desertification water-caused soil loss land salinization ecological elasticity ecological pressure
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Evolution model of concrete failure surface under coupling effect of seawater freeze-thaw and erosion 被引量:1
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作者 张峰 李树忱 +1 位作者 叶见曙 李守凯 《Journal of Southeast University(English Edition)》 EI CAS 2011年第2期206-209,共4页
In order to effectively assess the mechanical properties of concrete with freeze-thaw and seawater erosion, tests about basic mechanical properties of concrete after freeze-thaw and seawater erosion are conducted base... In order to effectively assess the mechanical properties of concrete with freeze-thaw and seawater erosion, tests about basic mechanical properties of concrete after freeze-thaw and seawater erosion are conducted based on the large-scale static and dynamic stiffness servo test set. 50, 100, 200 and 300 cycles of freeze-thaw cycling are made on normal concrete, and the artificial seawater is produced. The reasonable wet and dry accelerate system is selected. 10, 20, 30, 40, 50 and 60 cycles of wet and dry cycling are made to concrete after freeze-thaw cycling. The degeneration law of the concrete elastic modulus and compressive strength is studied. The Ottosen tri-axial strength criterion considering cycles of freeze-thaw and wet and dry cycling is deduced based on uniaxial mechanical properties of concrete and damage theory. Experimental results show that with the increase in the number of wet and dry cycles and freeze-thaw cycles, the concrete axial compressive strength and the elastic modulus decline gradually. Tensile and compressive meridians of concrete shrink gradually. The research can be referenced for anti-crack design of actual structures eroded by seawater at cold regions. 展开更多
关键词 CONCRETE FREEZE-thaw wet and dry cycles erosion Ottosen strength criterion
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Hydrological and sediment connectivity under freeze-thaw meltwater compound erosion conditions on a loessal slope
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作者 Tian Wang Jingsi Li +5 位作者 Jingming Hou Yongyong Ma Peng Li Yu Tong Jing Li Zhanbin Li 《International Soil and Water Conservation Research》 SCIE CSCD 2023年第2期402-411,共10页
Freeze-thaw processes can influence hydrology,soil erosion,and morphological development by altering the connectivity between active pathways of water and sediment transport.Concentrated flow experi-ments were conduct... Freeze-thaw processes can influence hydrology,soil erosion,and morphological development by altering the connectivity between active pathways of water and sediment transport.Concentrated flow experi-ments were conducted involving frozen,shallow thawed,and unfrozen soil slopes under 1,2,and 4 L/min runoff rates at a temperature of approximately 5℃.In this study,hydrological connectivity was analysed via the simplified hydrological curve and relative surface connection function.Sediment con-nectivity was analysed via the sediment structure connectivity and sediment functional connectivity.Results indicated that hydrological connectivity was greatest on frozen slopes(FS),followed by shallow thawed slopes(STS),and unfrozen slopes(UFS)given a constant flow rate.Hydrological connectivity increased with increasing runoff rate for each freeze-thaw condition.Freezing condition and runoff rate exhibited a positive response to the hydrological connectivity.Sediment structure connectivity increased with increasing runoff rate for each slope condition.The ordering of sediment structure connectivity across freeze-thaw condition was that FS was greater than STS while STS was greater than UFS inde-pendent of flow rate.Sediment functional connectivity included longitudinal,lateral,and vertical con-nectivity components.Sediment longitudinal and vertical connectivity indicated a trend of first increasing and then decreasing under the different runoff rates and freeze-thaw conditions.For a given runoff rate,the ordering of sediment longitudinal and vertical connectivity across freeze-thaw condition was that FS was greater than STS while STS was greater than UFS.Sediment lateral connectivity exhibited a trend of first decreasing and then stabilizing.The ordering of sediment lateral connectivity across freeze-thaw condition was that UFS was greater than STS while STS was greater than FS.FS could more easily reach longitudinal and vertical penetration.Sediment longitudinal and vertical connectivity rates demonstrated increasing trend 展开更多
关键词 FREEZE-thaw RUNOFF erosion Structureand functional connectivity Loessal slope
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寒冷地区混凝土坝溢流坝段补强加固效果分析 被引量:1
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作者 宋恩来 《大坝与安全》 2009年第4期4-8,15,共6页
丰满和水丰大坝均为混凝土重力坝,坝高、坝长和体型相近,同在1937年开始修建,同处寒冷山区,溢流坝段均进行过补强加固,其破坏都是由冻融和冻胀所致。加固后水丰大坝已安全运行近50年,而丰满大坝加固20年后,部分坝段由于冻融和冻胀破坏... 丰满和水丰大坝均为混凝土重力坝,坝高、坝长和体型相近,同在1937年开始修建,同处寒冷山区,溢流坝段均进行过补强加固,其破坏都是由冻融和冻胀所致。加固后水丰大坝已安全运行近50年,而丰满大坝加固20年后,部分坝段由于冻融和冻胀破坏已降低了抗冲蚀能力,影响泄洪建筑物安全运行。本文对其原因进行了分析。 展开更多
关键词 坝体渗水 廊道 排水 冻融 冻胀 冲蚀破坏
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Evaluation of freeze-thaw erosion in Tibet based on the cloud model 被引量:1
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作者 Junfu FAN Taoying HU +3 位作者 Xiao YU Jiahao CHEN Liusheng HAN Yuke ZHOU 《Frontiers of Earth Science》 SCIE CSCD 2021年第3期495-506,共12页
Freeze-thaw erosion can lead to accelerated soil loss,which is an important factor related to soil erosion in cold regions.Tibet is a typical region that is seriously affected by freeze-thaw erosion.Traditionally,the ... Freeze-thaw erosion can lead to accelerated soil loss,which is an important factor related to soil erosion in cold regions.Tibet is a typical region that is seriously affected by freeze-thaw erosion.Traditionally,the analytic hierarchy process(AHP)method is used to calculate the weight of the factors in evaluations of freeze-thaw erosion,but this method cannot accurately depict the fuzziness and randomness of the problem.To overcome this disadvantage,this study proposed an improved AHP method based on the cloud model for the evaluation of the factors impacting freeze-thaw erosion.To establish an improved evaluation method for freeze-thaw erosion in Tibet,the following six factors were selected:mean annual air temperature,mean annual ground surface temperature,average annual precipitation,aspect,vegetation coverage,and topographic relief.The traditional AHP and the cloud model were combined to assign the weights of the impacting factors,and a consistency check was performed.The comprehensive evaluation index model was used to evaluate the intensity of freeze-thaw erosion in Tibet.The results show that freeze-thaw erosion is extensive,stretching over approximately 66.1%of Tibet.Moreover,mild erosion and moderate erosion are the most widely distributed erosion intensity levels,accounting for 36.4%and 34.4%of the total freeze-thaw erosion,respectively.The intensity of freeze-thaw erosion gradually increased from slight erosion in the northwest to severe erosion in the southeast of the study region.The evaluation results for the intensity and distribution of freeze-thaw erosion in Tibet were confirmed to be consistent with the actual situation.In brief,this study supplies a new approach for quantitatively evaluating the intensity of freeze-thaw erosion in Tibet. 展开更多
关键词 freeze-thaw erosion cloud model AHP TIBET
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