Effects of installation on the cyclic axial behaviour of suction buckets in sandy soils     

《Applied Ocean Research》2019

Suction buckets differ with their easy and cost-efficient installation technique from other foundation types for offshore wind turbines. For successful completion of their installation process, suction is essential, but the imposed seepage leads to the changes in states of the soil in and around the bucket. Especially, a loosening of soil inside the bucket affects the load carrying behaviour of bucket subjected to repetitive loading resulting from environmental conditions. In this study, the behaviour of buckets under cyclic axial compressive loads with considering a possible loosening and related changes in permeability of soil inside the bucket is investigated numerically. In the framework of finite element analysis, a fully coupled two-phase model and a hypoplastic constitutive model are used to describe the saturated sandy soil behaviour under repetitive loading. The porosity-permeability variation is taken into account by Kozeny–Carman relationship. Special attention is dedicated to load carrying behaviour of bucket top plate, inner and outer skirt as well as base and their changes resulting from a loosening of soil inside the bucket with variable aspect ratio. For this purpose, cyclic axial compressive loads which cause an attenuation and progressive failure of soil-bucket system response are considered. The main findings on the changes in load carrying behaviour of bucket are presented and discussed.  相似文献   

海洋环境因子对澳洲鲐亲体补充量关系的影响——基于贝叶斯模型平均法的研究   总被引：1，自引：1，他引：0  

张畅  陈新军 《海洋学报》2019,41(2):99-106

澳洲鲐（Scomber australasicus）是西北太平洋重要的中上层经济鱼类，生命周期相对较短，资源量受补充量影响明显，了解澳洲鲐太平洋群系补充量状况对掌握其资源量及确保其可持续利用具有重要的意义。本文利用产卵场1（30°~32°N，130°~132°E）海表面温度（sea surface temperature，SST1）、产卵场2（34°~35°N，138°~141°E）海表面温度（SST2）、索饵场（35°~45°N，140°~160°E）海表面温度（SST3）、潮位差（tidal range，TR）、太平洋年代际涛动（Pacific decadal oscillation，PDO）和亲体量（spawning stock biomass，SSB）6个影响因子任意组合与补充量构建多个模型，运用贝叶斯模型平均法（Bayesian model averaging，BMA）分析各个环境因子对资源补充量的解释能力，并预测其补充量的变化。结果表明，SSB对补充量具有最长期且稳定的解释能力，其次是SST3，PDO、TR、SST2、SST1也对补充量模型具有一定的解释能力。SST3是环境因子中影响最大的因子，可能是由于补充群体在索饵场内生活时间较长，索饵场温度对仔鱼或鱼卵的生长存活有较大的影响。研究认为，基于BMA的组合预报综合考虑了各个模型的优势，优于单一模型，可用于澳洲鲐资源补充量的预测。  相似文献   

P–T evolution of kyanite eclogite from the Pirin Mountains (SW Bulgaria): implications for the Rhodope UHP Metamorphic Complex     

M. JANÁK  N. FROITZHEIM  N. GEORGIEV  T. J. NAGEL  S. SAROV 《Journal of Metamorphic Geology》2011,29(3):317-332

A new occurrence of kyanite eclogite in the Pirin Mountains of southwestern Bulgaria within the rocks belonging to the Obidim Unit of the Rhodope Metamorphic Complex is presented. This eclogite provides important information about the peak–pressure conditions despite strong thermal overprint at low pressure. Textural relationships, phase equilibrium modelling and conventional geothermobarometry were used to constrain the metamorphic evolution. Garnet porphyroblasts with inclusions of omphacite (up to 43 mol.% Jd), phengite (up to 3.5 Si p.f.u.), kyanite, polycrystalline quartz, pargasitic amphibole, zoisite and rutile in the Mg‐rich cores (X_Mg = 0.44–0.46) record a prograde increase in P–T conditions from ～2.5 GPa and 650 °C to ～3 GPa and 700–750 °C. Maximum pressure values fall within the stability field of coesite. During exhumation, the peak–pressure assemblage garnet + omphacite + phengite + kyanite was variably overprinted by a lower pressure one forming symplectitic textures, such as diopside + plagioclase after omphacite and biotite + plagioclase after phengite. The development of spinel (X_Mg = 0.4–0.45) + corundum + anorthite assemblage in the kyanite‐bearing domains at ～1.1 GPa and 800–850 °C suggests a thermal overprint in the high‐pressure granulite facies stability field. This thermal event was followed by cooling at ～0.8 GPa under amphibolite facies conditions; retrograde kelyphite texture involving plagioclase and amphibole was developed around garnet. Our results add to the already existing evidence for ultra high pressure (UHP) metamorphism in the Upper Allochthon of the Rhodope Metamorphic Complex as in the Kimi Unit and show that it is more widespread than previously known. Published age data and field structural relations suggest that the Obidim Unit represents Variscan continental crust involved into the Alpine nappe edifice of the Rhodopes and that eclogite facies metamorphism was Palaeozoic, in contrast to the Kimi Unit where age determinations suggest a Jurassic or Cretaceous age for UHP metamorphism. This implies that UHP metamorphism in the Upper Allochthon of the Rhodopes may have occurred twice, during Alpine and pre‐Alpine orogenic events, and that two independent HP/UHP provinces of different age overlap in this area.  相似文献   

O₂-O₂云反演算法及其在TROPOMI上的应用     

张文强  刘诚  郝楠  Gimeno Garcia Sebastian  邢成志  张成歆  苏文静  刘建国 《遥感学报》2020,24(11):1363-1378

利用遥感技术对大气环境污染进行监测时，云是影响痕量气体反演精度的重要因素，因此在痕量气体反演中需要对云的影响进行校正，通常使用的云参数主要是有效云量和云压。本文基于O₂-O₂ 477 nm吸收波段构建了O₂-O₂云反演算法：首先，根据有效云量和云高与连续反射率和O₂-O₂斜柱浓度之间的对应关系，结合假定的云模型利用VLIDORT辐射传输模型建立关于有效云量和云压的查找表；然后，通过差分吸收光谱技术拟合卫星载荷观测的大气层顶辐射，获得O₂-O₂斜柱浓度并计算连续反射率；最后，结合辅助数据，根据查找表进行插值反演获得有效云量和云压。通过将算法应用到OMI观测数据，将反演结果与OMCLDO2产品进行对比验证，有效云量和云压空间分布一致，相关系数R均超过0.97；并还将该算法应用于下一代大气成分监测仪器TROPOMI，与FRESCO+产品对比，有效云量和云压空间分布基本一致，当地表类型为海洋时，有效云量相关系数R大于0.97，云压相关系数R大于0.94，云压反演结果存在一定的区别；通过将O₂-O₂云反演算法和FRESCO+云压反演结果与CALIOP Cloud Layer产品进行对比，结果表明，在低云情况下，O₂-O₂云反演算法线性回归方程斜率为0.782，截距为198.0 hPa，相关系数R为0.850，算法表现优于FRESCO+。而在高云情况下，FRESCO+反演结果更接近CALIOP云压结果。在OMI和TROPOMI上的应用表明O₂-O₂云反演算法在大气云反演中具有较高的准确性和可行性，可以为大气痕量气体反演的校正提供云参数，并为中国同类型卫星载荷的云反演算法提供算法参考。  相似文献   

Grain‐scale pressure variations and chemical equilibrium in high‐grade metamorphic rocks     

L. Tajčmanová  Y. Podladchikov  R. Powell  E. Moulas  J.C. Vrijmoed  J.A.D. Connolly 《Journal of Metamorphic Geology》2014,32(2):195-207

In the classical view of metamorphic microstructures, fast viscous relaxation (and so constant pressure) is assumed, with diffusion being the limiting factor in equilibration. This contribution is focused on the only other possible scenario – fast diffusion and slow viscous relaxation – and brings an alternative interpretation of microstructures typical of high‐grade metamorphic rocks. In contrast to the pressure vessel mechanical model applied to pressure variation associated with coesite inclusions in various host minerals, a multi‐anvil mechanical model is proposed in which strong single crystals and weak grain boundaries can maintain pressure variation at geological time‐scales in a polycrystalline material. In such a mechanical context, exsolution lamellae in feldspar are used to show that feldspar can sustain large differential stresses (>10 kbar) at geological time‐scales. Furthermore, it is argued that the existence of grain‐scale pressure gradients combined with diffusional equilibrium may explain chemical zoning preserved in reaction rims. Assuming zero net flux across the microstructure, an equilibrium thermodynamic method is introduced for inferring pressure variation corresponding to the chemical zoning. This new barometric method is applied to plagioclase rims around kyanite in felsic granulite (Bohemian Massif, Czech Republic), yielding a grain‐scale pressure variation of 8 kbar. In this approach, kinetic factors are not invoked to account for mineral composition zoning preserved in rocks metamorphosed at high grade.  相似文献   

黑海参(Holothuria atra)对环境沉积物的摄食选择及消化系统功能适应性研究     

薛英楼  高菲  许强  黄端杰  王爱民  孙涛 《海洋与湖沼》2019,50(5):1070-1079

黑海参(Holothuria atra)是热带珊瑚礁大型底栖动物群落中的代表种类之一,其摄食活动对珊瑚礁生境底质有机物的循环再利用具有重要作用。本文研究了三亚蜈支洲岛典型热带珊瑚礁海域野生黑海参的沉积物选择特征及其触手和消化系统结构功能的适应性。结果表明,黑海参摄取的沉积物颗粒相对较粗,其中粒径0.25mm部分占到了总重量的96.67%。触手上3—6个乳突形成乳突簇[直径(283.00±40.94)μm],适宜摄取大颗粒沉积物。黑海参胃内含物有机物含量显著高于环境沉积物,证实其对有机物含量的选择性;粒径0.25mm部分有机物含量占摄入总有机物量的75%,与环境沉积物中相同粒度的有机物总量占比接近(76%),表明黑海参选择的沉积物粒径范围有效保证了其高效摄入有机质。黑海参前肠的脂肪酶、淀粉酶、纤维素酶、胰蛋白酶活性最高,同时绝大部分的有机质(98.33%)在前肠被吸收。组织学定量分析表明,黑海参前肠黏膜层厚度最大,占总厚度的56.33%,这与其高效吸收有机质的功能相适应;后肠的肠壁总厚度和黏膜下层、肌层厚度均显著高于前肠和中肠,表明其具有相对更好的弹性和收缩能力,适合于大颗粒有机质的高效输送与排出。研究结果证实,黑海参摄食器官和消化道独特的结构与功能保证了其在珊瑚砂粗颗粒生境中高效摄取有机物。  相似文献   

盾构辅助常压开仓技术在南宁地铁隧道中的应用          下载免费PDF全文

曲兆雷 《探矿工程》2020,47(2):88-93

盾构开仓是盾构隧道施工中难以避免的一道工序，结合南宁地铁四号线总部基地站-飞龙路站区间隧道的盾构开仓实践经验，介绍了素桩加降水这一辅助常压开仓技术在南宁地铁隧道中成功应用的实例。在介绍工程应用背景的基础上，详细叙述了辅助开仓方法中素桩及降水施工的技术要点，可为南宁地区盾构开仓方案选择提供指导，也可为类似条件下盾构开仓方案的选择提供借鉴。  相似文献   

含水率对页岩动态弹性力学性质的影响研究     

李卉 《地质与勘探》2020,56(4):870-877

声波测试是研究岩石动态力学性质的一种重要的无损检测方法。在有机质丰富的页岩中,页岩的力学性质受含水量、岩石层理、总有机碳含量(TOC)和微观结构变化的影响。本研究在声波测试前,首先使用CT扫描技术对鹰滩页岩的每组测试样品进行扫描,对实验样品的完整性进行筛选,利用核磁共振法(NMR)测定样品的含水率。然后利用超声波脉冲传输技术在不同围压下对每组测试岩心进行声波测试。测试后,利用X射线衍射(XRD)分析了样品的矿物组分,利用扫描电子显微镜(SEM)对微结构进行了表征。研究结果表明:围压和含水率对纵波(P波)和横波(S波)速度均有显著影响,两种速度都随着围压的增加而增加。含水率的增加会降低横波与纵波的波速,含水率对横波速度比纵波速度的影响更大。含水率降低了杨氏模量和剪切模量,增加了体积模量、拉梅参数和泊松比。分析表明,引起岩石力学性质含水率变化的机制可能是粘土-水相互作用、化学反应和毛细压力变化的综合结果。  相似文献   

王家官庄旧村改造基坑支护设计与施工实践          下载免费PDF全文

李先经  王会军  刘心起 《探矿工程》2020,47(1):69-74

介绍了青岛市即墨区王家官庄旧村改造项目基坑支护设计方案与基坑支护实施情况，该工程地层条件复杂，地下水丰富，又靠近石鹏水库，环境条件较复杂，通过采用土钉墙与高压旋喷桩止水帷幕，基坑降水等技术措施的顺利实施，基坑支护效果良好，确保了地下车库基坑开挖、基础施工的安全，施工质量满足相关技术要求。  相似文献   

Analytical modeling on consolidation of stiffened deep mixed column-reinforced soft soil under embankment     

Zhen Zhang  Fengrui Rao  Guanbao Ye 《国际地质力学数值与分析法杂志》2020,44(1):137-158

Stiffened deep mixed (SDM) column is a new ground improvement technique to improve soft soil, which can be used to increase bearing capacity, reduce deformation, and enhance stability of soft soil. This technique has been successfully adopted to support the highway and railway embankments over soft soils in China and other countries. However, there have been limited investigations on its consolidation under embankment loading. This paper developed an analytical solution for the consolidation of embankment over soft soil with SDM column in which core pile is equal to or shorter than outer DM column. The consolidation problem was simplified as a consolidation of composite soil considering the load shear effect of core pile. The developed solution was verified by a comparison with the results computed by three-dimensional (3-D) finite element analysis. A parametric study based on the derived solution was conducted to investigate influence factors—length of core pile, diameter of core pile, diameter of SDM column, modulus of DM column, and permeability coefficient of DM column—on the consolidation behavior of SDM column-supported embankment over soft soil. The developed solution was applied to a case history of SDM column-supported embankment, and a good agreement was found between the predictions and the field measurements.  相似文献