Uplift of symmetrical anchor plates by using grid-fixed reinforced reinforcement in cohesionless soil     

Hamed Niroumand  Khairul Anuar Kassim 《中国海洋工程》2014,28(1):115-126

Uplift response of symmetrical anchor plates with and without grid fixed reinforced （GFR） reinforcement was evaluated in model tests and numerical simulations by Plaxis. Many variations of reinforcement layers were used to reinforce the sandy soil over symmetrical anchor plates. In the current research, different factors such as relative density of sand, embedment ratios, and various GFR parameters including size, number of layers, and the proximity of the layer to the symmetrical anchor plate were investigated in a scale model. The failure mechanism and the associated rupture surface were observed and evaluated. GFR, a tied up system made of fiber reinforcement polymer （FRP） strips and end balls, was connected to the geosynthetic material and anchored into the soil. Test results showed that using GFR reinforcement significantly improved the uplift capacity of anchor plates. It was found that the inclusion of one layer of GFR, which rested directly on the top of the anchor plate, was more effective in enhancing the anchor capacity itself than other methods. It was found that by including GFR the uplift response was improved by 29%. Multi layers of GFR proved more effective in enhancing the uplift capacity than a single GFR reinforcement. This is due to the additional anchorage provided by the GFR at each level of reinforcement. In general, the results show that the uplift capacity of symmetrical anchor plates in loose and dense sand can be significantly increased by the inclusion of GFR. It was also observed that the inclusion of GFR reduced the requirement for a large L/D ratio to achieve the required uplift capacity. The laboratory and numerical analysis results are found to be in agreement in terms of breakout factor and failure mechanism pattern.  相似文献   

Replacement of Dietary Fish Oil with Vegetable Oils Improves the Growth and Flesh Quality of Large Yellow Croaker （Larmichthys crocea）   总被引：2，自引：1，他引：1  

DUAN Qingyuan  MAI Kangsen  SHENTU Jikang  AI Qinghui  ZHONG Huiying  JIANG Yujian  ZHANG Lu  ZHANG Chunxiao  GUO Sitong 《中国海洋大学学报(英文版)》2014,13(3):445-452

We investigated the effect of the replacement of dietary fish oil with vegetable oils on the growth and flesh quality of large yellow croaker(Larmichthys crocea). The basal diet(FO) was formulated to contain 66.5% fish meal and 6.4% menhaden fish oil; whereas the other 3 experimental diets were formulated by replacing the fish oil with 50% soybean oil(SO50), 100% soybean oil(SO100) and 100% palm oil(PO100), respectively. The 4 diets were randomly assigned to 4 floating sea cages(3.0 m × 3.0 m × 3.0 m), and each was stocked with 250 fish individuals with an initial average weight of 245.29 g ± 7.45 g. The fish were fed to apparent satiation twice a day at 5:00 and 17:00, respectively, for 12 weeks. Experimental analysis showed that the specific growth rate of fish fed SO50 or PO100 were significantly higher than that of fish fed FO or SO100(P0.05), and crude lipid contents of ventral muscle and viscera were significantly lower in fish fed FO than in those fed the other 3 diets(P0.05). No significant differences in condition factor, viscerosomatic index, hepatosomatic index, gutted yield and colorimetric values of fish among the dietary treatments were observed(P0.05). Compared to FO diet, SO50, SO100 and PO100 diets led to substantial decreases in the liquid loss and water loss from fresh fillets(1 d, 4℃)(P0.05). Similarly, thiobarbituric acid reactive substance(TBARS) values of fillets under different storage conditions(1 d, 4℃; 7 d, 4℃; 4 weeks,-20℃; 8 weeks,-20℃) decreased significantly after partial or complete replacement of fish oil with vegetable oils. These findings indicated that the growth performance and selected flesh quality properties(liquid holding capacity and TBARS value) of large yellow croaker were substantially improved by replacing dietary fish oil with vegetable oils.  相似文献   

使用NexION 300 ICP-MS按照加利福尼亚州65号法案测定钙制酸剂和膳食补充剂中的铅     

Lorraine Foglio  Lee Davidowski 《岩矿测试》2010,29(5):文后I-文后I

按照美国加利福尼亚州65号法案中对钙制酸剂和膳食补充剂中Pb的控制要求,分析方法对这类固体物质中铅的检出限要求低于0.05g/g。电感耦合等离子体质谱仪(ICP-MS)的分析能力使其成为常规检测中低含量Pb测定的最佳仪器。但是,如果不采用特定的预防措施消除潜  相似文献   

HPFRC耗能墙-RC框架结构有限元模拟及参数分析     

《地震工程与工程振动》2021,41(2)

在高性能纤维增强混凝土(HPFRC)耗能墙-钢筋混凝土(RC)框架结构抗震性能试验研究基础上,对其进行了有限元模拟分析,结果表明:有限元计算结果与试验结果吻合较好。在此基础上,考虑HPFRC耗能墙材料强度、配筋率、距离柱边距离、耗能墙宽厚比以及高宽比等因素,利用有限元方法进行了参数扩展分析。结果表明:随着上述前3个参数取值的增加,试件各个荷载特征点的水平承载力均有所提高,但变形能力变化不大;随着HPFRC耗能墙宽厚比的增大,试件各个荷载特征点的水平承载力均明显减小,极限位移也有所减小;随着HPFRC耗能墙高宽比的增大,试件各个荷载特征点的水平承载力均明显减小,但峰值荷载点对应的位移有所增大。为保证此类结构的抗震性能,针对HPFRC耗能墙材料强度、配筋率、HPFRC耗能墙宽厚比、高宽比和HPFRC耗能墙距离柱边距离等参数,提出了相关建议值供设计参考。  相似文献   

聚丙烯纤维加固膨胀土边坡稳定性分析     

任浩  张紫怡  党芳  郝晨曦  张宇航  南亚林  郭鸿  杨奎斌 《岩土工程技术》2024,(1):90-94

为提高膨胀土边坡稳定性,改善膨胀土力学性能,使用聚丙烯纤维对膨胀土进行改性。通过直剪试验计算出不同围压、不同聚丙烯纤维掺量改性膨胀土边坡的抗剪强度变化规律,并应用Geostudio软件中的极限平衡法对不同聚丙烯纤维掺量的膨胀土边坡进行分析。研究发现,聚丙烯纤维含量在一定范围内可有效提高膨胀土边坡抗剪强度,掺量0.14%的纤维土在直剪试验中表现出较好的抗剪性能,Geostudio极限平衡法分析结果显示,0.14%纤维土边坡稳定系数为2.431,较素膨胀土边坡稳定性系数提高0.591。建议采用掺量0.14%的纤维土加固膨胀土边坡。  相似文献   

剑麻纤维-聚丙烯酰胺改良客土干缩开裂试验研究     

宋泽卓  刘瑾  王梓  卜凡  何承宗 《工程地质学报》2024,(1):28-38

裸露岩质边坡的数量随着基础设施建设规模和数量的不断增大,客土喷播技术作为一种有效的边坡护坡绿化技术可以改善岩质边坡的表层稳定性,但多种因素造成表层土体失水开裂,影响客土喷播的修复效果。针对此问题,采用剑麻纤维和聚丙烯酰胺(PAM)对客土进行改良,开展了不同土层厚度、剑麻纤维和聚丙烯酰胺(PAM)含量条件下干缩开裂试验,研究了不同条件对土体干燥失水、表面裂隙发育的影响,采用微观扫描技术(SEM)对改良后客土的内在结构变化进行了测试。结果表明：随土层厚度增大,改良土蒸发稳定时间有所延长,且土层厚度增大能有效抑制试样表面裂隙的发育。剑麻纤维和PAM的掺入有效延长了黏土蒸发的路径,且随着纤维和PAM含量增加土体蒸发速率逐渐降低,抑制了土体表层裂隙发育。PAM的强吸水性能够降低土体的蒸发速率,纤维的“桥接作用”可以抑制裂隙的扩展,提高土体的整体性。  相似文献   

基于纤维模型的高墩连续刚构桥地震行波效应分析     

张磊  韩强  杜修力 《震灾防御技术》2009,4(3):312-320

本文基于在MSC.Marc中加入纤维模型编制的THUFIBER程序的基础上,分别采用纤维模型和三维实体单元模型模拟桥墩和上部结构,建立高墩大跨连续刚构桥有限元模型。同时,采用2008年汶川地震波,分析了行波效应对四川某高墩大跨连续刚构桥非线性地震反应的影响。结果表明：行波效应对高墩桥的墩顶位移和墩底剪力影响较大,墩顶位移减小了20%—50%;而墩底剪力增大了20%—30%。  相似文献   

基于生态-经济重要性的滨湖城市土地开发适宜性分区研究——以无锡市为例   总被引：2，自引：1，他引：1  

孙伟  陈雯  段学军  陈江龙 《湖泊科学》2007,19(2):190-196

契爷石水库是广东省东莞市的一座中型供水水库,为富营养化水体.为改善该水库水质,2002年10月开始从东江调水,以满足供水的水量和水质要求.在调水后的两年期间,对水文、水质和浮游植物种类和数量进行了调查.本文将调查结果与以往(2000年)调查数据进行了对比,分析了调水后该水库水质和浮游植物的特点和调水对水质的影响.调水直接导致TP浓度显著下降,丰水期的TN浓度有一定下降,但调水并没显著降低枯水期TN的浓度.调水后,丰水期水体的叶绿素a浓度有明显的增加,枯水期叶绿素a浓度大大低于调水前.与调水前相比,调水后浮游植物种类数有明显增加,特别是绿藻种类,蓝藻中的假鱼腥藻和针状蓝纤维藻仍为浮游植物优势种,但硅藻中的短小曲壳藻和针杆藻等成为新的优势种,裸藻的数量大为减少.  相似文献   

基于ECC的小雁塔抗震加固性能分析          下载免费PDF全文

赵祥  尚天伟  谢启芳  钱春宇 《地震工程学报》2017,39(5):829-835

高延性纤维增强水泥基复合材料(ECC)是一种高强度、高延性的新型建筑材料,在加固工程中具有广泛的应用前景。本文利用ECC的高延性和抗剪性,提出一种采用ECC面层加固小雁塔的保护方案,以提高古塔抗震性能;通过有限元软件ANSYS进行模拟分析,比较了小雁塔加固前后的地震响应。分析结果表明:采用ECC面层加固可显著增强塔身整体的延性和承载力,有效地提高塔体损伤容限,为ECC在古塔抗震加固的实际应用中提供借鉴,可作为古塔抗震保护的新途径。  相似文献   

不同柱梁抗弯承载力比对框架结构抗倒塌性能的影响          下载免费PDF全文

张正  梁兴文  陆婷婷  胡翱翔 《地震工程学报》2017,39(5):859-869

设计不同柱梁抗弯承载力比(ηc-bua)的5个纤维增强混凝土(FRC)框架结构及3个钢筋混凝土(RC)框架结构,利用性能评估软件Perform-3D进行Pushover及IDA计算分析,得出其破坏机制及易损性曲线。结果表明,柱、梁端部局部采用FRC后,承载力有一定提高,峰值位移有较大提高;ηc-bua对FRC框架结构的破坏机制影响很大;ηc-bua对FRC框架结构地震反应也有一定的影响,其比值越大,超越概率越小,且随期望破坏程度的加重,这种影响也趋于明显,当ηc-bua在1.2以上时,结构的倒塌概率均小于10%,满足大震不倒的概率要求。  相似文献