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40万吨级VLOC满载通行渤海乘潮窗口期探索
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作者 杨英超 《中国海事》 2024年第5期68-70,共3页
通过介绍渤海深水航线的最新扫测数据、渤海潮汐特点及船舶乘潮窗口期,分析40万吨级超大型矿砂船(VLOC)满载乘潮实际通行渤海的航海实践,总结40万吨级VLOC满载西行渤海直靠曹妃甸港的重要突破和宝贵经验,为大型深吃水船舶,尤其是40万吨... 通过介绍渤海深水航线的最新扫测数据、渤海潮汐特点及船舶乘潮窗口期,分析40万吨级超大型矿砂船(VLOC)满载乘潮实际通行渤海的航海实践,总结40万吨级VLOC满载西行渤海直靠曹妃甸港的重要突破和宝贵经验,为大型深吃水船舶,尤其是40万吨级VLOC满载通行渤海充分利用潮汐提供参考借鉴。 展开更多
关键词 40万吨级VLOC 深水航线 水深扫测 乘潮窗口期 满载通行
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煤矸石粗集料混凝土抗碳化性能研究 被引量:18
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作者 易成 马宏强 +4 位作者 朱红光 董作超 苏振晋 张宇婷 褚震 《建筑材料学报》 EI CAS CSCD 北大核心 2017年第5期787-793,共7页
探究了水灰比(质量比)、煤矸石粗集料掺量(质量分数)、碳化时间以及煤矸石粗集料是否煅烧等对煤矸石粗集料混凝土抗碳化性能的影响规律,借助扫描电镜分析了煅烧与未煅烧煤矸石粗集料混凝土微观结构对其抗碳化性能的影响机理,建立了适用... 探究了水灰比(质量比)、煤矸石粗集料掺量(质量分数)、碳化时间以及煤矸石粗集料是否煅烧等对煤矸石粗集料混凝土抗碳化性能的影响规律,借助扫描电镜分析了煅烧与未煅烧煤矸石粗集料混凝土微观结构对其抗碳化性能的影响机理,建立了适用于不同水灰比、煤矸石粗集料掺量以及碳化时间下的多参数混凝土碳化模型,并将碳化模型在隧道工程结构的耐久性设计中进行了应用.结果显示:煅烧与未煅烧煤矸石粗集料混凝土的碳化深度均随煤矸石粗集料掺量增加而增大,且均与煤矸石粗集料掺量和碳化时间的平方根呈线性正相关;在低水灰比(0.35)时,煅烧煤矸石粗集料混凝土抗碳化性能明显优于未煅烧煤矸石粗集料混凝土.扫描电镜显示,煅烧煤矸石粗集料混凝土内部结构比未煅烧煤矸石粗集料混凝土更密实,二氧化碳的渗入通道减少;在进行隧道工程结构耐久性设计时泵送混凝土中未煅烧煤矸石粗集料的掺量不应大于25%.研究结果为煤矸石粗集料混凝土的抗碳化性能分析及其工程应用提供了理论依据. 展开更多
关键词 煤矸石 水灰比 碳化深度 碳化模型 扫描电镜
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Characterizing Lake Bottom Sediments Using Marine Geophysical Tools
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作者 Abdulrahman M. Alotaibi Stanley Nwokebuihe +2 位作者 Evegniy Torgashov Adel Elkrry Neil Anderson 《International Journal of Geosciences》 2019年第3期328-350,共23页
Missouri is a state with rich karst terrain. Geotechnical evaluation of foundation design for bridges and dams requires an understanding of the characteristics of subsurface geological environment, including sediments... Missouri is a state with rich karst terrain. Geotechnical evaluation of foundation design for bridges and dams requires an understanding of the characteristics of subsurface geological environment, including sediments, bedrock and benthic habitat. It is crucial that the community empowers itself with the knowledge of the karst system’s characteristics in order to potentially use it as a source of water and drainage, but also to avoid the disaster of building constructions too close to vulnerable land on top of massive karst caverns. Electrical resistivity tomography profiling (underwater cables), and continuous resistivity profiling (towed cable) surveys were conducted to characterize the lake sediments (rock and soil) beneath the man-made Little Prairie Lake, in Central of Missouri State, United States. Electrical resistivity (with marine cables and towed cable) was used to determine variability in the lithology and thickness of sediments (soil and rock) beneath the lake with conjunction of echo sounder in order to calculate water depth. Side scan sonar was used to map the variations in the lithology/nature of exposed lakebed sediments and to locate the potential hazard of trees. On land, electrical resistivity tomography was used with multi-channel analysis of surface wave method to determine sediments, joints, and the depth of bedrock. Analyses of the acquired data revealed the location and orientation of the original stream channels (prior to the construction of the earth fill dam). Underwater electrical resistivity tomography and continuous resistivity profiling determined joints, sediments, and bedrock underneath water bodies. Integrated marine geophysical tools help to evaluate the subsurface prior to any construction project (dam or bridge), are useful in determining the characteristics of lithology (fractured rock, intact rock and soil), and make it possible to map benthic habitat and the submerged potential hazards of trees on the lakebed as well as accurately measuring water depth. 展开更多
关键词 MARINE Electrical RESISTIVITY Side scan SONAR Characterize Sediments water depth FRACTURES MISSOURI
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