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中华鳖(Trionyx sinensis)历来有活品消费的习惯,离水停食是其批量销售环节必须承受的胁迫。因此,探究离水停食对其商品价值的影响过程与机制,对于明确其活体销售货架期具有重要指导价值和现实意义。以2020年5月20日同池起捕后离水停食处理0 d(S0实验组)、4 d(S4实验组)、8 d(S8实验组)、12 d(S12实验组)、16 d(S16实验组)的雄性商品鳖[平均体质量(546.86±94.70) g]为研究对象,在常温条件下较系统开展了离水停食对其翻身能力、血清生化、裙边质构及脏器酶活力的影响研究。结果表明:(1)实验鳖连续翻身次数呈S4≈S8>S0≈S12≈S16,且均主要集中于1 min内;(2)血清TP、ALB、TC、LDL-C均无组间差异(P>0.05),GLU-O呈S0≈S4≈S 相似文献
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《Geomechanics and Geoengineering》2013,8(4):271-277
The paper presents the performance of a square footing with a structural skirt resting on sand and subjected to a vertical load through an experimental study. A series of tests were conducted in a model test tank to evaluate the performance in terms of improvement in bearing capacity and reduction in settlement of a square footing with and without a structural skirt. The results of the study reveal that this type of reinforcement increases the bearing capacity, reduces the settlement and modifies the load settlement behaviour of the footing. The various factors influencing the bearing capacity improvements and settlement reduction using a structural skirt are identified. Skirt factors are proposed which can be introduced into the general ultimate bearing capacity equation for a square footing resting on sand. The predictions made through the modified equation are in reasonable agreement with the experimental results. The bearing capacity of square footing is increased in the range of 11.2 to 70%. The improvement in bearing capacity decreases with the increase in base roughness of the footing. Further, an equation for a settlement reduction factor is proposed which can be used to calculate the settlement of the square footing with structural skirt resting on sand. The settlement reduction factor (SRF, defined as the ratio of settlement of footing with structural skirt to the settlement of footing without structural skirt at a given load) was in the range 0.11 to 1.0 depending on applied load and skirt depth ratio with the use of a structural skirt. The results further reveal that for a given depth of the skirt, the settlement reduction factor decreases with the increase in applied load. The improvement in the bearing capacity and reduction in settlement of a square footing with a structural skirt resting on sand are dependent on the geometrical and structural properties of the skirt, footing, sand characteristics and interface conditions of the sand–skirt–footing system. 相似文献
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A modified bearing capacity equation is proposed for skirted strip foundations on dense sand. A series of tests on foundation
models were carried out to study the factors that affect the bearing capacity of foundations with skirts. Several factors
including foundation base friction, skirt depth, skirt side roughness, skirt stiffness and soil compressibility were studied
and incorporated in the equation. The results obtained from the proposed equation were compared with the results obtained
from Terzaghi, Meyerhof, Hansen and Vesic bearing capacity equations for foundations without skirt. Comparison shows that
the use of structural skirts can improve the bearing capacity by a factor of 1.5 to 3.9 depending on the geometrical and structural
properties of the skirts and foundation, soil characteristics and interface conditions of the soil-skirt-foundation system.
This revised version was published online in July 2006 with corrections to the Cover Date. 相似文献
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防沉板基础裙板入泥阻力计算和长度设计是海洋工程水下生产系统基础设计的关键,基于南海番禺和荔湾地区水下防沉板基础裙板贯入模拟试验,验证了Lunne和Eide等建立的裙板入泥阻力经验计算方法对南海水下生产系统防沉板裙板设计的可靠性,确定了南海地区裙板入泥的端部阻力系数(0.320～0.360)和侧摩阻力系数(0.008～0.014 5),为南海水下生产系统防沉板基础裙板入泥阻力计算和裙板长度设计提供了依据,确保了南海地区水下生产系统的顺利安装。在工程地质调查时,既可以进行土壤钻孔取样并与已开展裙板贯入模拟试验的番禺和荔湾地区土壤组成和粒度对比,也可开展静力触探试验或裙板贯入模拟试验,得到裙板入泥的端部阻力系数和侧摩阻力系数。 相似文献
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一种海量地形影像数据的快速漫游算法 总被引：2，自引：0，他引：2
海量地形影像数据的快速浏览是GIS、虚拟现实、数字地球等领域应用的关键技术与难点之一。计算机硬件技术的发展特别是GPU技术的发展,使得当前LOD技术朝着硬件友好的方向发展海量影像数据的不断出现,使得LOD技术越来越多地考虑纹理数据的显示效果。本文结合LOD和计算机硬件技术的发展现状,以高效展示影像数据为主要目的,采用数据分块、异步加载的数据组织和调度策略,通过纹理的分辨率来控制LOD的细化层次,采用添加skirt的方法来填充边界裂缝,实现了任意网格大小的海量地形影像数据的快速漫游。 相似文献
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利用贝类废弃物制造水解动物蛋白 总被引：2，自引：0，他引：2
以扇贝加工废弃物—扇贝边为原料 ,采用枯草杆菌蛋白酶、胰蛋白酶、Flavourzyme对其进行深度水解 ;然后应用超滤技术对酶解液进行分离 ,除去未水解的蛋白质、细菌、微细的颗粒等物质 ,得到富含氨基酸和小分子肽的超滤透过液 ;再应用反渗透技术进行预浓缩 ,以除去其中过多水分 ;最后 ,对该浓缩液进行减压浓缩或喷雾干燥 ,即得到浓液状或粉状的水解动物蛋白产品。其中 ,粉状产品的粗蛋白含量为 6 6 .88% ,氨基酸态氮含量为 6 .96 % ,氨基酸态氮 /总氮 6 5 .0 5 % ,均优于国外同类产品 相似文献
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ABSTRACTBucket foundations have been widely used for a variety of offshore applications. The effects of skirt length on ultimate bearing capacity of bucket foundation have been studied and reported in published scientific papers. However, few studies have addressed the behavior of bucket foundations in loose saturated sand. In this paper, a series of experimental investigations were performed to determine the bearing capacity of bucket foundation under uniaxial loading. The experiments were conducted on small-scale foundations under vertical loading in loose saturated sand. It was found that increasing the skirt length would enhance the bearing capacity of bucket foundation. As reflected in the present study, bearing strength might be enhanced more than 5 times in loose saturated sand in comparison to surface footing with equivalent diameter. Based on the experimental investigation, a depth factor was proposed to approximate bearing capacity of bucket foundations in terms of those for surface footing and embedment ratio. Moreover, the corresponding settlement of foundation at the failure load was found to increase with skirt length. 相似文献
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