方目网囊对蓝圆鲹和多齿蛇鲻的选择性比较

为检测方目网囊对蓝圆鱼参和多齿蛇鲻的选择作用 ,2 0 0 0年 1 1～ 1 2月在南海北部海域试验了 4种目大的方目网囊。结果表明 ,方形网目网囊有利于释放纺缍形 (如蓝圆 鱼参)、圆形或近圆形 (如多齿蛇鲻 )两种形体鱼类的小、幼鱼 ,且对后者的释放效果更好。当网囊目大分别为 45、5 0mm时 ,蓝圆鱼参的5 0 %选择体长 (L0 .5)分别为 1 2 1 2 2、1 2 8 77mm ;当网囊目大分别为 40、45、5 0mm时 ,多齿蛇鲻的L0 5分别为 1 2 4 1 2、1 2 6 75、1 3 9 3 2mm。通过不同目大网囊对蓝圆鱼参、多齿蛇鲻选择性比较分析 ,发现 5 0mm目大方目网囊的选择效果好于 40、45mm目大的网囊 ,因此 ,在南海区拖网渔业中采用 5 0mm目大的方目网囊是必要的 ,同时建议将 1 5 0mm作为蓝圆鱼参、多齿蛇鲻的最小可捕叉长标准。     

干旱与灌溉处理对冬小麦冠层内光分布的影响

为探讨北方冬麦区节水灌溉的关键时期,借助干旱和灌溉对冬小麦冠层光分布,获取本地化参数,为华北农业干旱预报模型的修正提供依据。采用美国CID公司生产的CI-110型植物冠层分析仪,对干旱和灌溉条件下冬小麦冠层内光分布进行直接测定。结果表明,干旱和灌溉条件下,无论是高氮还是低氮、中氮,平均叶面倾角(MLA)都随生育期的延长呈现出先下降再上升的趋势。高氮和低氮时,随着生育期的延长,干旱处理和灌溉处理的冬小麦散射辐射透过系数(TCDP)都呈现先下降再上升的变化趋势;中氮时,干旱处理和灌溉处理的冬小麦TCDP在开花期和灌浆期都呈现一直上升的趋势。无论高氮还是中氮、低氮,冬小麦直接辐射透过系数(TCRP)的值都随着天顶角角度的增大而减小,冬小麦TCRP的值随着冬小麦生育期的推进,都呈现出先下降、后上升的变化趋势。高、中、低氮3种情况下,干旱和灌溉处理的冬小麦每个生育期均呈现随着天顶角角度的增加,消光系数K也增大;高氮时,多数情况下,冬小麦冠层的消光系数K干旱的大于灌溉的;中氮、低氮时,多数情况下,冬小麦冠层的消光系数K干旱的小于灌溉的。干旱和灌溉对冬小麦冠层光分布的影响:灌溉增加了冬小麦的平均叶面倾角(MLA);干旱和灌溉处理条件下冬小麦的TCDP差异较小,TCDP与MLA变化趋势相似,也都呈现出先下降、再上升的变化规律;干旱和灌溉处理冬小麦TCRP,无论高氮还是中氮、低氮,都随着天顶角角度的增大而减小,在7.5°、22.5°时干旱和灌溉对冬小麦TCRP的影响较大,而在37.5°、52.5°、67.5°时对冬小麦TCRP的值影响很小;每个生育期消光系数K均随着天顶角角度的增加而增大。     

Coupled analysis of dynamically penetrating anchors

The development of a numerical procedure for the finite element analysis of anchors dynamically penetrating into saturated soils is outlined, highlighting its unique features and capabilities. The mechanical behaviour of saturated porous media is predicted using mixture theory. An algorithm is developed for frictional contact in terms of effective normal stress. The contact formulation is based on a mortar segment-to-segment scheme, which considers the interpolation functions of the contact elements to be of order N, thus overcoming a numerical deficiency of the so-called node-to-segment (NTS) contact algorithm. The nonlinear behaviour of the solid constituent is captured by the Modified Cam Clay soil model. The soil constitutive model is also adapted so as to incorporate the dependence of clay strength on strain rate. An appropriate energy-absorbing boundary is used to eliminate possible wave reflections from the artificial mesh boundaries. To illustrate the use of the proposed computational scheme, simulations of dynamically penetrating anchors are conducted. Results are presented and discussed for the installation phase followed by ‘setup’, i.e., pore pressure dissipation and soil consolidation. The results, in particular, reveal the effects of strain rate on the generation of excess pore pressure, bearing resistance and frictional forces. The setup analyses also illustrate the pattern in which pore pressures are dissipated within the soil domain after installation. Hole closure behind a dynamic projectile is also illustrated by an example.     

DEM modelling of cone penetration tests in a double-porosity crushable granular material

A three-dimensional discrete element model is used to investigate the effect of grain crushing on the tip resistance measured by cone penetration tests (CPT) in calibration chambers. To do that a discrete analogue of pumice sand, a very crushable microporous granular material, is created. The particles of the discrete model are endowed with size-dependent internal porosity and crushing resistance. A simplified Hertz–Mindlin elasto-frictional model is used for contact interaction. The model has 6 material parameters that are calibrated using one oedometer test and analogies with similar geomaterials. The calibration is validated reproducing other element tests. To fill a calibration chamber capable of containing a realistic sized CPT the discrete analogue is up-scaled by a factor of 25. CPT is then performed at two different densities and three different confinement pressures. Cone tip resistance in the crushable material is practically insensitive to initial density, as had been observed in previous physical experiments. The same CPT series is repeated but now particle crushing is disabled. The ratios of cone tip resistance between the two types of simulation are in good agreement with previous experimental comparisons of hard and crushable soils. Microscale exploration of the models indicates that crushing disrupts the buttressing effect of chamber walls on the cone.     

Research on drilling parameters of engine-powered auger ice drill

Drilling operations in polar regions and mountainous areas are complicated by nature of the extreme environment. Yet conventional rotary drilling technologies can be used to drill ice for scientific samples and other research. Due to such reasons as power consumption and weight complications,it is hard to apply a conventional rotary drilling rig for glacial exploration. Use of small,relatively lightweight,portable engine-powered drilling systems in which the drill lifting from the borehole is carried by the winch. It is reasonable enough for near-surface shallow ice-drilling down to 50 m. Such systems can be used for near-surface ablation-stakes installation,also temperature measurements at the bottom of active strata layer,revealing of anthropogenic pollution,etc. The specified used in this research is an auger ice drill powered by a gasoline engine. At this stage,it is crucial to choose effective drilling parameters such as weight on bit( WOB) and drill bit rotation rate. Sensors equipped on the rig have measured the main parameters of the drilling process,such as drill speed,WOB,drill rotation speed,torque and temperature. This paper addresses research on drilling parameters of engine powered auger ice drill and supplies some recommendations for optimization of any ice-core drilling process.     

平台场址硬壳层处理方法初探——以南海番禺某油田为例

在南海番禺某存在硬壳层的平台场址内,使用工作级ROV搭载多波束测深系统、浅地层剖面仪和侧扫声纳等设备进行高精度工程物探调查,为钻孔作业提供可靠信息;使用动力定位船及其钻井设备装载大钻头直接钻松浅表砂层(硬壳层),使用ROV在水下为钻杆精确定位,最终消除硬壳层对钻井平台插桩造成的穿刺威胁。     

基于混合常应力−光滑应变单元的极限分析方法

极限分析是岩土工程稳定性评价的重要方法之一。传统的有限元极限分析方法,采用低阶三角形单元时需要引入速度间断面并采用特殊网格布局,或者采用高阶三角形单元等措施来克服体积锁定问题和提高数值精度。在光滑有限元法（smoothed finite element method,简称SFEM）的基础上,提出了一种基于新型混合常应力−光滑应变单元的极限分析方法（mixed constant stress-smoothed strain element limit analysis,简称MCSE-LA方法）。在服从关联流动法则和Mohr-Coulomb屈服准则的基础上,MCSE-LA方法最终将数值极限分析转化为以应力和极限荷载乘子为基本未知量的二阶锥规划（second order cone programming,简称SOCP）问题。MCSE-LA方法具有形式简单、优化变量相对较少和无需显式的写出塑性内能耗散函数的优点,并且根据凸锥优化的对偶理论,可以从对偶问题中获得速度场和塑性乘子等信息。此外,还采用基于最大塑性剪应变率的网格自适应加密算法,该算法在塑性区细化网格,显著提高了新数值极限分析方法的计算效率和精度。最后通过边坡稳定分析的结果对比,验证了MCSE-LA方法的计算精度和效率均高于传统的有限元极限分析方法。     

基于静力触探试验的液化判别新方法

近来地震液化灾害频发,再次成为研究重点,发展具有良好应用前景的基于静力触探试验（CPT）的液化判别方法对预防液化灾害具有重要意义。以Boulanger数据库171组数据为回归样本,分析既有方法存在的问题,提出了基于CPT液化判别的双曲线模型和计算公式,并通过提取2011年新西兰地震147组液化新数据,对该方法进行对比检验。研究表明,我国岩土工程勘察规范的CPT液化判别方法对浅埋砂层偏于保守,对深层土又明显偏于危险,而国际上具有代表性的Robertson方法,其液化临界线存在低烈度区不合理回弯、高烈度区又偏于保守的问题。提出的新公式在不同地震动强度和砂层埋深下均可给出合理判别结果,克服了国内外既有方法的缺点,并纳入到具有样板规范性质的《建筑工程抗震性态设计通则》修订稿中,可为我国相关规范修订和工程应用提供支持。     

启东某场地自升式平台插桩可行性试验研究

桩靴接触应力是影响插桩深度的主要因素之一,桩靴的锥尖型式可能会影响接触应力的大小及分布。以江苏省启东市某插桩试验项目为例,针对不同的桩靴端部型式基于桩靴接触应力现场实测数据,分别采用国内外规范方法及数值计算方法对插桩深度开展预测分析,揭示桩靴端部型式对插桩深度的影响规律。结果表明：在插桩过程中不同锥端类型桩靴的接触应力呈现出中央大周边小的分布特征,表明现场桩靴为柔性结构类型;采用不考虑桩靴端部形状的规范方法进行桩靴插深预测,得出的预测结果同现场实测结果基本吻合;采用小变形有限元数值方法进行插深预测也可以得出令人满意的结果,研究结果可为类似工程实践提供参考。     

砂土海床中海底管道贯入阻力演化特征及细观机制研究

理解海底管道竖向贯入过程是科学评估管道安装期间初始埋深及服役期间安全性和稳定性分析的关键。通过土工离心机模型试验,结合离散元数值分析研究了真实应力水平下不同密实度砂土中海底管道竖向贯入阻力演化特征及细观机制。研究结果显示,对于中密砂,管道贯入阻力曲线主要表现为硬化特征;对于密砂,贯入阻力曲线整体上呈现周期性软化特征,且埋深越大,软化程度越大。离散元计算分析表明,造成该现象的原因是不同密实度砂土中管道贯入的土体流动及破坏机制不同,且贯入阻力的演化与剪切带的形成与发展密切相关。利用现行海底管道设计规范评估密砂中管道埋深时应充分考虑其贯入阻力随深度的演化特征,当管道埋深初步评估大于0.1D(D为管径)时,应结合计算结果上下限值合理预测管道埋深。