内蒙古银额盆地哈日凹陷下白垩统碎屑锆石U-Pb测年及其物源意义*

前人认为银额盆地下白垩统物源主要来自凹陷周缘的造山带或凸起区,但对于下白垩统的物源具体属于何套地层、确切源区位置等问题,并未开展过相关研究。笔者以哈日凹陷为例,通过对该凹陷下白垩统8个沉积岩样品开展地球化学和碎屑锆石U-Pb年代学研究,以期解决以上问题。研究结果表明: (1)碎屑锆石按年龄可以分为三叠纪锆石、二叠纪锆石、石炭纪锆石和古老锆石4类,对应的年龄分别为$237.9\pm3.2\pm-238.3\pm8.4$ Ma, $255.0\pm9.7-285.9\pm4.3$ Ma, $307.0\pm23.0-330.0\pm3.0$ Ma and $434.0\pm4.0-2584.0\pm14.0$ Ma 。(2)微量元素和锆石年龄组成特征表明,下白垩统以二叠系和石炭系物源供给为主,包括二叠纪和石炭纪侵入岩和沉积岩。(3)锆石年龄分布指示哈日凹陷下白垩统物源具有多源区的特征,凹陷西北部的洪格尔吉山、南部的宗乃山和东部的切刀山对其均有物源贡献。(4)3个物源区对巴音戈壁组和苏红图组的物源贡献率具有一定的差异,如宗乃山地区对苏红图组有较大的物源贡献率,这种差异可能由沉积物迁移距离、源区地质体剥蚀速率、构造运动等原因所致。下白垩统物源特征的确定,对于恢复哈日凹陷早白垩世原型盆地、建立早白垩世沉积古地理模型等均具有重要的意义。     

黑龙江省东部早古生代晨明组物源区特征及其构造背景

为揭示黑龙江省东部早古生代晨明组沉积物源区特征及其沉积构造背景,对晨明组进行了地球化学特征研究。结果表明：晨明组岩石样品化学蚀变指数（I_CA）值和斜长石蚀变指数（I_PA）值较低、成分变异指数（I_CV）值中等偏高,指示晨明组沉积物来源于不成熟的物质源区,并经历了较弱的化学风化作用和活动构造背景下的初次循环;LREE富集、HREE稳定和明显的负Eu异常,指示沉积物源区物质具有明显的上地壳特征且沉积物源岩为长英质火成岩;主量、微量和稀土元素特征共同指示晨明组形成于活动大陆边缘环境或大陆岛弧环境。结合前人研究成果,判定晨明组沉积物来源于经历了弱-中等程度化学风化作用的早古生代花岗质岩,沉积构造背景可能为靠近大陆岛弧的活动大陆边缘环境。     

夏季浙江沿岸陆架区泥沙输运机制

基于2014年夏季浙江沿岸陆架区的水文、泥沙、底质沉积物等实测资料,运用物质通量分析方法和Gao-Collins粒径趋势分析法,探讨了泥沙的输运通量、输运方向、动力机制及净输运趋势。夏季,近岸含沙量规律性较强,由西至东逐渐降低,由南至北逐渐升高,且与潮流有非常好的对应关系,呈现出明显的潮周期变化特征。研究区净悬沙通量自岸向外海迅速变小,悬沙输运中平流输运占主导地位,其次是垂向净环流对悬沙输运的影响,近岸海域表现为向海输沙,30 m以深海域表现为东北向输沙,同时台湾暖流的屏障作用也影响了悬沙向海扩散。粒径趋势分析显示浙江沿岸陆架表层沉积物的长期输运机制为由东北向西南输运,在流系以及海底地形的影响下,中部海域出现粒径趋势较弱的沉积中心。而在夏季,悬浮泥沙主要为平行岸线向东北输运,估算每天进入研究海域的净悬浮泥沙约为1.9×106 t。     

东海西南近岸海域污损生物群落特征

于2013年12月~2014年11月在东海西南近岸海域进行污损生物周年挂板试验,全年共记录污损生物10门49科69属84种,群落组成以近岸暖水种为主,为典型的亚热带内湾型群落,附着盛期为4–9月,夏季污损生物的附着强度最高。固定生活类型的悬浮物食者是该近岸海域污损生物群落的附着主体,网纹藤壶（Amphibalanus reticulatus）是最主要的优势种和代表种,其它优势种还有长鳃麦杆虫（Caprella equilibra）、中胚花筒螅（Ectopleura crocea）、太平洋侧花海葵（Anthopleura nigrescens）、今岛柄涡虫（Stylochus ijimai）、克氏无襟毛虫（Spirobranchus kraussii）、近江牡蛎（Crassostrea rivularis）、翡翠贻贝（Perna viridis）、廉形叶钩虾（Jassa falcata）、强壮板钩虾（Stenothoe valida）、光辉圆扇蟹（Sphaerozius nitidus）和大室别藻苔虫（Biflustra grandicella）等。污损生物群落个体间因附着空间和食物竞争而存在着相互依存或互相制约的关系,又依照对环境因子的适应性而存在着一定的时空分布规律。温度是决定污损生物地理分布的最主要环境因素,物种的温度属性是不同气候带污损生物群落组成差异的本质体现,污损生物的种类数、附着期和附着量与水温有着密切的关系;另外,盐度、水流、光、水产养殖等自然环境或人为因素也是影响污损生物附着的重要影响因子。     

文蛤亮氨酸氨肽酶LAP3的基因克隆及其在幼体不同发育时期、成体不同组织的表达分析

为探索贝类LAP3基因的结构和功能特征以及在生长发育过程中的作用,利用cDNA末端快速扩增（RACE）法获得文蛤LAP3（Mm-LAP3）基因的cDNA全长序列,并对其生物信息学、组织及发育时期表达特征进行了分析。结果显示,Mm-LAP3基因cDNA全长2 037 bp,ORF区1 254 bp,编码417个氨基酸;Mm-LAP3蛋白由Peptidase_M17超家族序列的N-端结构域和Peptidase_M17催化结构域组成。荧光实时定量PCR结果表明,Mm-LAP3基因在文蛤成体6个组织和幼体10个发育时期中均有表达,其中在斧足中的表达量显著高于其他组织（P<0.05）,这与斧足蛋白含量丰富、代谢旺盛相关;在幼体10个发育时期中的表达量呈现逐渐升高的趋势,在D形幼虫时期达到最高,随后又有所降低,推测Mm-LAP3基因在早期发育时期参与了某些组织器官的形成。     

鸭绿江口与邻近西海岸沉积记录的耦合

通过对采自鸭绿江口主汊道的5个柱状样的210Pb和137Cs测年以及粒度参数的分析,并与前期合作研究的西汊道及西岸潮滩的4个柱状样沉积物的测年和粒度研究成果进行比对,探讨了流域来水来沙、河口沉积与海岸发育之间的耦合效应及鸭绿江河口地貌演化的新证据。结果表明:鸭绿江口主汊道存在河流和潮流两种沉积作用,不同时期动力作用不同;以潮流作用为主的沉积时段,其沉积特征与西汊道及西岸潮滩的一致;主汊道沉积物的物质来源与西汊道和西岸潮滩的物质来源存在差异。鸭绿江口的主汊道、西汊道及邻近海岸的沉积记录对环境变化、人类活动、流域大洪水等事件均存在响应,响应的时间基本同步,具有耦合效应。沉积记录中存在5个明显的“事件信号”,其中1960年最为重要,是鸭绿江河口地貌发生巨变的时间。     

基于耳石微结构的西北太平洋秋刀鱼(Cololabis saira)年龄与生长研究

根据2014年6月和10-11月在西北太平洋公海采集的168尾秋刀鱼样本,基于耳石微结构并结合基础生物学数据,鉴定了秋刀鱼的日龄,推算了孵化日期,并建立了生长模型和生长率。研究发现:耳石微结构从核心到透明区边缘,轮纹宽度由宽至窄,亮度由暗至明,标记轮多分布在透明区。日龄范围为204~549 d,优势日龄组为231~290 d和381~470 d,日龄最小个体体长207 mm,体质量39 g,日龄最大个体体长291 mm,体质量131 g。孵化日期为2012年12月至2014年4月,孵化高峰期出现在1-3月和8-10月,初步推算秋刀鱼主要分为春生群和秋生群产卵群体。体长和体质量生长模型符合Logistic生长模型。体长平均绝对生长率和相对生长率别为0.224 mm/d和0.000 88,绝对生长率随着日龄增加而减小。体质量平均绝对生长率和相对生长率别为0.293 g/d和0.003 25,最大绝对生长率（0.504 mm/d）和最大相对生长率（0.004 86）出现在351~400 d。     

Laboratory study on cement admixed marine silt bricks

For the purpose of efficient utilization of sediments dredged from harbor, a new method was proposed in this study. Marine silt bricks were made by mixing sediments with cement and gypsum, placing it in a cubic mold with 240 mm in length, 115 mm in width, and 53 mm in height, and curing for certain days. To investigate the effects of cement and initial water content of soil on the mechanical behavior of marine silt bricks, unconfined compressive and flexural strength tests were carried out. Given the same curing time and cement content, the higher the initial water content, the lower the compressive and flexural strength. After 60 days of curing, the compressive strength of marine silt bricks with cement content = 20% and water content = LL (liquid limit) reached approximately 5 MPa. The flexural strength was relatively low. The flexural strength of marine silt bricks with 20% cement and water content = LL was around 1.5 MPa. The compressive and flexural strength decreased with the increase of water/cement ratio. As for the curing time, longer curing time had a positive impact on the compressive strength. The ratio of flexural to compressive strength varied slightly in the range of 0.4–0.5.     

Prediction of one-dimensional compression behavior of Nansha clay using fractional derivatives

Nansha clay is an interactive marine and terrestrial deposited soft clay that is widely spread in Guangzhou, Pearl River Delta, China. To avoid excessive settlement after construction, there is a need for better quantifying the time-dependent deformation of the soft clay. This paper presents a preliminary study to predict the one-dimensional compression of Nansha clay using fractional derivatives. A fractional Merchant model was introduced to describe the time-dependent settlement, and analytical solutions were obtained in terms of the Mittag-Leffler function. The oedometer test results were presented to validate this model. Compared with classical rheological models, the fractional derivative-based model enabled close estimation of the one-dimensional compression with fewer parameters. The meaning of the order of fractional derivative and its relationship with the clay physical properties were explored. It shows that a smaller value of this order corresponded to a higher coefficient of consolidation and a lower coefficient of secondary consolidation. The amplitude of both the primary and secondary consolidation of clay may be estimated quantitatively by the order of fractional derivative. Taken together, these results may open up new avenues for theoretical and empirical modeling of rheological phenomena in clay using fractional derivatives.     

Model tests on installation and extraction of suction caissons in dense sand

A series of model tests were performed on steel- and Perspex-made suction caissons in saturated dense marine sand to explore installation and extraction behaviors. The extractions of the caisson were conducted by applying monotonic loading or by pumping water into the caisson. Responses of suction caissons to pullout rates, aspect ratios, and extraction manners were examined. Test results show that a cone-shaped subsidence region occurs around the suction caisson during the suction-assisted installation. The pullout bearing capacity of the suction caisson in sand is dominated by the loading rate and the loading manner. For the suction caisson subjected to monotonic loading, the maximum bearing capacity is reached at the pullout rate of about 20.0?mm/s. The mobilized vertical displacement corresponding to the pullout capacity increases with increasing the pullout rate. The passive suction beneath the suction caisson lid reaches the maximum value when the pullout bearing capacity is mobilized. In addition, during the suction caisson extracted by pumping water into the caisson, the maximum pore water pressure in the caisson is obtained under the displacement of approximately 0.04 times the caisson diameter. The absolute values of the maximum pore water pressures for the suction caissons approximately equal those of the maximum vertical resistances at the monotonic pullout rate of 5 mm/s. When the vertical displacements of the suction caissons with the aspect ratio of 1.0 and 2.0 reach 0.92 and 1.77 times the caisson diameter, respectively, the seepage failure occurs around the caissons. Using a scaling method, the test results can be used to predict the time length required for the prototype suction caisson to be extracted from the seabed.