丛粒藻形态多样性与遗传多样性研究   总被引：1，自引：0，他引：1  

王朋云  茅云翔  孔凡娜  马梅  马飞 《中国海洋大学学报(自然科学版)》2011,41(5):63-70

观察了采集自不同地点的3株丛粒藻(Botryococcus braunii)(AGB-Bb01、AGB-Bb02和AGB-Bb03)的显微结构和亚显微结构,以18S rDNA和ITS区序列为目标位点比较分析了16株丛粒藻藻株的遗传距离和序列相似性,重建了系统发生树。结果表明:丛粒藻不同地理株在细胞大小、聚落大小和聚落细胞数目方面存在较明显的差异,亚显微结构显示不同藻株的杯状鞘厚度及细胞包埋程度也存在差异;不同地理株间具有较高的遗传多样性,系统发生树显示所有藻株可分成2个簇群和4个亚群,存在一定程度的地理隔离。研究证明了18S rDNA和ITS区序列是进行丛粒藻基因分型和遗传多样性研究的良好位点。本研究为系统了解丛粒藻的遗传多样性和开展优良藻株选育工作奠定了基础。  相似文献   

Spin glass dynamics in RKKY interacting disordered magnetic system     

张开成  宋朋云 《海洋学报(英文版)》2010,29(9)

Using the dynamical Monte Carlo method we investigate the nonequilibrium effects in RKKY-coupling disordered spin glass. By the simulation we reproduce the well-known aging and memory phenomena and find the energy relaxation at a certain temperature happens only to the corresponding spins, which directly causes the nonequilibrium effects. Combining the master equation and the energy relaxation we analyse these phenomena and explain them from the dynamical perspective.  相似文献   

A two-surface plasticity model for cyclic behavior of saturated clay     

Chen  Ren-Peng  Zhu  Shu  Hong  Peng-Yun  Cheng  Wei  Cui  Yu-Jun 《Acta Geotechnica》2019,14(2):279-293

This paper presents a two-surface plasticity model for describing some important features of saturated clay under cyclic loading conditions, such as closed hysteresis loops, cyclic shakedown and degradation, and different stress–strain relations for two-way loading. The model, namely ACC-2-C, is based on the elastoplastic model ACC-2 (an adapted Modified Cam Clay model with two yield surfaces) developed by Hong et al. (Acta Geotech 11(4):871–885, 2015). The small-strain nonlinearity concept is adopted to achieve the nonlinear characteristics of clay during unloading–loading stage. The new hardening law related to accumulated deviatoric plastic strain is proposed for the inner surface to describe the cyclic shakedown and degradation. Following the advantages of the ACC-2 model, the constitutive equations are simply formulated based on the consistency condition for the inner yield surface. The model is conveniently implemented in a finite element code using a stress integration scheme similar to the Modified Cam Clay model. The simulation results are highly consistent with experimental data from drained and undrained isotropic cyclic triaxial tests in normally consolidated saturated clay under both one-way and two-way loadings.

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