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试样尺寸及制样粒径大小对粗粒土三轴试验抗剪强度的影响 总被引:1,自引:0,他引:1
三轴试验是确定土的抗剪强度的主要方法,试样尺寸是影响三轴试验结果的重要因素之一.粗粒土的三轴试验需要采用大尺寸的试样进行,相应需要采用大尺寸试验装置及更多的制样用土.与大尺寸三轴试验相比,采用小尺寸三轴压力室,所需的试样较小,制样用土较少,且小尺寸三轴试验过程更快,试验成本更低.但采用小尺寸试样对粗粒土进行三轴试验时,往往得到偏小的抗剪强度参数,导致实际工程设计过于保守而不经济.为了降低试验成本,可以采用小尺寸试样进行试验,通过对试验结果进行修正来获得大尺寸试样试验结果,进而使工程设计具有良好的经济性.针对以上问题,本文对比研究了不良级配砾质砂混合物在采用去粗法前后制样试验所得的抗剪强度,提出了采用不同尺寸试样进行试验时对试验结果进行修正的方法及计算公式. 相似文献
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基于粗集料在沥青混凝土中形成持力骨架,直接影响混凝土的承载能力,实验研究了粗集料组成及粒径对混凝土抗压和蠕变性能影响.参考标准级配中粗集料质量百分比,设计了含不同组成和粒径的粗集料试样(细集料含量相同),进行了不同温度下单轴压缩和蠕变实验,结果表明,沥青混凝土力学性能强烈依赖粗集料组成特性,并提出粗、细集料以2.36 m m为界限的划分依据. 相似文献
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From suspended particles to strata: The fate of terrestrial substances in the Gaoping (Kaoping) submarine canyon 总被引:1,自引:0,他引:1
James T. Liu Jia-Jang Hung Hui-Ling Lin Chih-An Huh Chon-Lin Lee Ray T. Hsu Ya-Wen Huang Joel C. Chu 《Journal of Marine Systems》2009,76(4):417
The river–sea system consisting of the Gaoping (new spelling according to the latest government's directive, formerly spelled Kaoping) River (KPR), shelf, and Submarine Canyon (KPRSC) located off southern Taiwan is an ideal natural laboratory to study the source, pathway, transport, and fate of terrestrial substances. In 2004 during the flood season of the KPR, a system-wide comprehensive field experiment was conducted to investigate particle dynamics from a source-to-sink perspective in the KPRSC with the emphasis on the effect of particle size on the transport, settling, and sedimentation along the pathway. This paper reports the findings from (1) two sediment trap moorings each configured with a Technicap PPS 3/3 sediment trap, and an acoustic current meter (Aquadopp); (2) concurrent hydrographic profiling and water sampling was conducted over 8 h next to the sediment trap moorings; and (3) box-coring in the head region of the submarine canyon near the mooring sites. Particle samples from sediment traps were analyzed for mass fluxes, grain-size composition, total organic carbon (TOC) and nitrogen (TN), organic matter (OM), carbonate, biogenic opal, polycyclic aromatic hydrocarbon (PAH), lithogenic silica and aluminum, and foraminiferal abundance. Samples from box cores were analyzed for grain-size distribution, TOC, particulate organic matter (POM), carbonate, biogenic opal, water content, and 210Pbex. Water samples were filtered through 500, 250, 63, 10 µm sieves and 0.4 µm filter for the suspended sediment concentration of different size-classes.Results show that the river and shelf do not supply all the suspended particles near the canyon floor. The estimated mass flux near the canyon floor exceeds 800 g/m2/day, whose values are 2–7 times higher than those at the upper rim of the canyon. Most of the suspended particles in the canyon are fine-grained (finer than medium silt) lithogenic sediments whose percentages are 90.2% at the upper rim and 93.6% in the deeper part of the canyon.As suspended particles settle through the canyon, their size-composition shows a downward fining trend. The average percentage of clay-to-fine-silt particles (0.4–10 µm) in the water samples increases from 22.7% above the upper rim of the canyon to 56.0% near the bottom of the canyon. Conversely, the average percentage of the sand-sized (> 63 µm) suspended particles decreases downward from 32.0% above the canyon to 12.0% in the deeper part of the canyon. Correspondingly, the substrate of the canyon is composed largely of hemipelagic lithogenic mud. Parallel to this downward fining trend is the downward decrease of concentrations of suspended nonlithogenic substances such as TOC and PAH, despite of their affinity to fine-grained particles.On the surface of the canyon, down-core variables (grain size, 210Pbex activity, TOC, water content) near the head region of the canyon show post-depositional disturbances such as hyperpycnite and turbiditic deposits. These deposits point to the occurrences of erosion and deposition related to high-density flows such as turbidity currents, which might be an important process in submarine canyon sedimentation. 相似文献
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“通程”号超大型耙吸挖泥船开发设计 总被引:2,自引:1,他引:1
阐述了708研究所自主开发设计的国内第一艘超大型挖泥船,采用全通甲板,适用于深、远海作业;泥舱舱容达18374m3,最大挖深可达85m,为目前中国设计建造的最大舱容、最大挖深的深水疏浚工程船;疏浚设备(即:泥泵、水下泵、高压冲水泵等)采用全变频电力驱动,泥舱首次采用箱形泥门形式。 相似文献