Influence of Peripheral Velocity on Vane Shear Strength of an Artificial Clay

Shearing rate is among the most important factors affecting the undrained shear strength of clays. In particular, for seismic or storm-wave loading conditions, the shearing rate is much higher than that used in many common laboratory or field tests. The testing program described here evaluates the effect of peripheral velocity on the undrained strength inferred from the shear vane test. The study was conducted on a lightly cemented bentonite-kaolinite mixture manufactured in the laboratory, which possesses many characteristics similar to those of natural materials. Results show that the shear strength increases with increasing peripheral velocity, while the residual shear strength seems to be nearly independent of rotation rate.

Modeling cyclic behavior of lightly overconsolidated clays in simple shear

Assessment of seismic performance and estimation of permanent displacements for submerged slopes require the accurate description of the soil's stress-strain-strength relationship under irregular cyclic loading. The geological profile of submerged slopes on the continental shelf typically consists of normally to lightly overconsolidated clays with depths ranging from a few meters to a few hundred meters and very low slope angles. This paper describes the formulation of a simplified effective-stress-based model, which is able to capture the key aspects of the cyclic behavior of normally consolidated clays. The proposed constitutive law incorporates anisotropic hardening and bounding surface principles to allow the user to simulate different shear strain and stress reversal histories as well as provide realistic descriptions of the accumulation of plastic shear strains and excess pore pressure during successive loading cycles. (C) 2000 Published by Elsevier Science Ltd. | Assessment of seismic performance and estimation of permanent displacements for submerged slopes require the accurate description of the soil's stress-strain-strength relationship under irregular cyclic loading. The geological profile of submerged slopes on the continental shelf typically consists of normally to lightly overconsolidated clays with depths ranging from a few meters to a few hundred meters and very low slope angles. This paper describes the formulation of a simplified effective-stress-based model, which is able to capture the key aspects of the cyclic behavior of normally consolidated clays. The proposed constitutive law incorporates anisotropic hardening and bounding surface principles to allow the user to simulate different shear strain and stress reversal histories as well as provide realistic descriptions of the accumulation of plastic shear strains and excess pore pressures during successive loading cycles.

红球藻水生748株(Haematococcus sp.HB748)培养基的选择与对维生素B_(12)的需求

比较了红球藻HB748株在MCM，BBM及BG－11．3种培养基中的生长．结果表明：HB748在这3种培养基中前4d的平均生长速率分别为0．97d－1，0．77d－1和0．63d－1，存在显著差异；然而，在BBM和BG－11中添加MCM中所含等量VB12后，748株在3种培养基中的生长速率趋于一致，表明VB12，是HB748维持较好的前期生长的必需成分；在VB12的需求满足后．3种培养基无机组分的差异对HB748前期生长影响甚微．

Study on small-strain behaviours of methane hydrate sandy sediments using discrete element method

Methane hydrate bearing soil has attracted increasing interest as a potential energy resource where methane gas can be extracted from dissociating hydrate-bearing sediments. Seismic testing techniques have been applied extensively and in various ways, to detect the presence of hydrates, due to the fact that hydrates increase the stiffness of hydrate-bearing sediments. With the recognition of the limitations of laboratory and field tests, wave propagation modelling using Discrete Element Method (DEM) was conducted in this study in order to provide some particle-scale insights on the hydrate-bearing sandy sediment models with pore-filling and cementation hydrate distributions. The relationship between shear wave velocity and hydrate saturation was established by both DEM simulations and analytical solutions. Obvious differences were observed in the dependence of wave velocity on hydrate saturation for these two cases. From the shear wave velocity measurement and particle-scale analysis, it was found that the small-strain mechanical properties of hydrate-bearing sandy sediments are governed by both the hydrate distribution patterns and hydrate saturation. © 2013 AIP Publishing LLC.

稀有鮈鲫的繁殖生物学

根据野外调查与室内养殖的结果,稀有鮈鲫的繁殖季节为3—11月,在人工控制条件下可周年繁殖。在适宜的水温和充足的饵料条件下孵出后4个月左右即可达性成熟并产卵。对7对鱼共136批次产卵进行了观察统计,平均每尾雌鱼5.4d产卵一次,平均每次产卵300.3粒。根据卵母细胞发育进程、卵径分布、产卵频次以及年产卵量大于怀卵量、含卵量等特征,建议将稀有鮈鲫的特殊产卵类型命名为连续产卵类型,并与生态学上常用的“多次产卵”、“分批产卵”加以区别。最后就稀有鲍鲫作为一种新的实验鱼等应用前景作了展望。

An important pitfall of pseudo-static finite element analysis

Finite Element (FE) pseudo-static analysis can provide a good compromise between simplified methods of dynamic analysis and time domain analysis. The pseudo-static FE approach can accurately model the in situ, stresses prior to seismic loading (when it follows a static analysis simulating the construction sequence) is relatively simple and not as computationally expensive as the time domain approach. However this method should be used with caution as the results can be sensitive to the choice of the mesh dimensions. In this paper two simple examples of pseudo-static finite element analysis are examined parametrically, a homogeneous slope and a cantilever retaining wall, exploring the sensitivity of the pseudo-static analysis results on the adopted mesh size. The mesh dependence was found to be more pronounced for problems with high critical seismic coefficients values (e.g. gentle slopes or small walls), as in these cases a generalised layer failure mechanism is developed simultaneously with the slope or wall mechanism. In general the mesh width was found not to affect notably the predicted value of critical seismic coefficient but to have a major impact on the predicted movements. © 2012 Elsevier Ltd.

The rocking response of large flexible structures to earthquakes

The rocking response of structures subjected to strong ground motions is a problem of 'several scales'. While small structures are sensitive to acceleration pulses acting successively, large structures are more significantly affected by coherent low frequency components of ground motion. As a result, the rocking response of large structures is more stable and orderly, allowing effective isolation from the ground without imminent danger of overturning. This paper aims to characterize and predict the maximum rocking response of large and flexible structures to earthquakes using an idealized structural model. To achieve this, the maximum rocking demand caused by different earthquake records was evaluated using several ground motion intensity measures. Pulse-type records which typically have high peak ground velocity and lower frequency content caused large rocking amplitudes, whereas non-pulse type records caused random rocking motion confined to small rocking amplitudes. Coherent velocity pulses were therefore identified as the primary cause of significant rocking motion. Using a suite of pulse-type ground motions, it was observed that idealized wavelets fitted to velocity pulses can adequately describe the rocking response of large structures. Further, a parametric analysis demonstrates that pulse shape parameters affect the maximum rocking response significantly. Based on these two findings, a probabilistic analysis method is proposed for estimating the maximum rocking demand to pulse-type earthquakes. The dimensionless demand maps, produced using these methods, have predictive power in the near-field provided that pulse period and amplitude can be estimated a priori. Use of this method within a probabilistic seismic demand analysis framework is briefly discussed. © 2013 Springer Science+Business Media Dordrecht.

Assessment of the settlement vulnerability of masonry buildings

Excavation works in urban areas require a preliminary risk damage assessment. In historical cities, the prediction of building response to settlements is necessary to reduce the risk of damage of the architectural heritage. The current method used to predict the building damage due to ground deformations is the Limiting Tensile Strain Method (LTSM). In this approach the building is modelled as an elastic beam subjected to imposed Greenfield settlements and the induced tensile strains are compared with a limit value for the material. These assumptions can lead to a non realistic evaluation of the damage. In this paper, the possibility to apply a settlement risk assessment derived from the seismic vulnerability approach is considered. The parameters that influence the structural response to settlements can be defined through numerical analyses which take into account the nonlinear behaviour of masonry and the soil-structure interaction. The effects of factors like material quality, geometry of the structure, amount of openings, type of foundation or the actual state of preservation can be included in a global vulnerability index, which should indicate the building susceptibility to damage by differential settlements of a given magnitude. Vulnerability curves will represent the expected damage of each vulnerability class of building as a function of the settlement.

Coupled analysis of building damage due to tunnelling

Excavation works in urban areas require a preliminary risk damage assessment. In historical cities, the prediction of building response to settlements is necessary to reduce the risk of damage of the architectural heritage. The current method used to predict the building damage due to ground deformations is the Limiting Tensile Strain Method (LTSM). This method is based on an uncoupled soil-structure analysis, in which the building is modelled as an elastic beam subject to imposed greenfield settlements and the induced tensile strains are compared with a limit value for the material. This approach neglects many factors which play an important rule in the response of the structure to tunneling induced settlements. In this paper, the possibility to apply a settlement risk assessment derived from the seismic vulnerability approach is considered. The parameters that influence the structural response to settlements can be defined through numerical coupled analyses which take into account the nonlinear behaviour of masonry and the soil-structure interaction.

Experimental behaviour of barrel vaulted structure subjected to rocking of the abutments

In this paper, the transverse rocking mechanism of a barrel vaulted structure subjected to horizontal cyclic loads is analysed by means of experimental tests on full scale model and by means of non-linear FE analyses. The study is part of an ongoing experimental and theoretical research program, developed by the University of Brescia, concerning the seismic behaviour of ancient masonry buildings. The scope of the paper is to provide some evidence of the rocking mechanism experienced by barrel vaulted structures under horizontal loading. The understanding of the behaviour of these structural systems is necessary for their seismic vulnerability assessment, as well as for the correct design of possible strengthening techniques. A numeric FE model was validated through comparison with the experimental results and it was used to verify the efficiency of two common strengthening solutions: the technique of the overlaying reinforced concrete slab and the technique of the thin spandrel walls. Experimental and numeric results will be discussed in the paper.

Gas-bearing fluid influx sub-system for gas hydrate geological system in Shenhu Area, Northern South China Sea

Based on the comprehensive interpretation and study of the Neogene fracture system and diapiric structure, it can be concluded that the diapiric structures, high-angle fractures and vertical fissure system are the main gas-bearing fluid influx sub-system for gas hydrate geological system in Shenhu Area, northern South China Sea. The Neogene fractures widely developed in the study area may be classed into two groups: NW (NNW)-trending and NE (NNE)-trending. The first group was active in the Late Miocene, while the second one was active since the Pliocene. The NE (NNE)-trending fractures were characterized by lower activity strength and larger scale, and cut through the sediment layers deposited since the Pliocene. Within the top sediment layers, the high-angle fracture and vertical fissure system was developed. The diapiric structures display various types such as a turtle-back-like arch, weak piercing, gas chimney, and fracture (or crack, fissure). On the seismic profile, some diapiric structures show the vertical chimney pathway whose top is narrow and the bottom is wide, where some ones extend horizontally into pocket or flower-shaped structures and formed the seismic reflection chaotic zones. Within the overlying sediment layers of the diapiric structure, the tree branch, flower-shaped high-angle fractures and vertical fissures were developed and became the pathway and migration system of the gas-bearing fluid influx. In the study area, the diapiric structures indicate a high temperature/over pressure system ever developed. Closely associated and abundant bright-spots show the methane-bearing fluid influx migrated vertically or horizontally through the diapiric structures, high-angle fractures and vertical fissures. In the place where the temperature and pressure conditions were favor for the formation of gas hydrate, the hydrate reservoir deposition sub-system was developed.

钙钛矿过渡金属氧化物电、磁性质的理论研究

钙钛矿过渡金属氧化物已有大量实验和理论研究。本论文采用一般梯度近似（GGA）和GGA+U（U表示原位的库仑相互作用）下的第一性原理密度函数方法研究了双层，四层和含氧空位的钙钛矿过渡金属氧化物的晶体结构、电子结构以及电、磁性质。 从对双层钙钛矿Sr2FeMoO6和Sr2CoMoO6的研究，我们发现Sr2FeMoO6的四方相比立方相稳定，而且两种结构下它都显半金属特性；对于Sr2CoMoO6，原位的库仑相互作用决定了它的半导体性质。此外，我们还研究了实验上备受争议的Ba2YIrO6和Ba2LaIrO6在立方 Fm-3m, 菱形 R-3和单斜 P21/n三种结构下的相对稳定性。结果表明第一性原理与半经验的键价模型得到的结论相同，即Ba2YIrO6和Ba2LaIrO6的最稳定结构分别是单斜 P21/n和菱形R-3。 不同Mn-O-Mn角度下YBaMn2O5的电子结构和磁结构的计算结果表明，当Mn-O-Mn 角度处于实验所测的157.8o时，G-型反铁磁结构比A-型稳定，与实验结果相符。随着角度的增加，大约在170出现了磁结构转变。当角度大于170时，A型反铁磁结构比G型稳定，即YBaMn2O5从G型过渡到A型。此外，我们还研究了YBaMn2O5在不同磁结构以及不同角度下的导电性。 通过对四层钙钛矿化合物CaCu3M4O12 （M是3d过渡金属离子：Ti, V, Cr, Mn, Fe, Co）的能带结构计算研究了M离子的电子构型对其磁结构和导电性的影响。结果表明随着M电子数的增加，该系列化合物磁结构为：在CaCu3Ti4O12（Ti4+：d0）中Cu-Cu为反铁磁性耦合，即该物质为反铁磁体；在CaCu3M4O12 (M= V4+：d1, Cr4+：d2, Mn4+：d3, Fe4+：d4；dn，04d4）基态的电子结构。总能量和能带结构显示该化合物是顺磁性金属，与实验结果相一致。在CaCu3Ru4O12中，除了接近费米能级Ru-O dpπ相互作用导致Ru-O-Ru网络导电以外，还存在Ru 4d电子与定域的Cu 3d电子通过O 2p轨道形成的杂化相互作用，该作用促使定域的Cu 3d电子通过与Ru 4d电子耦合也参与导电。因而CaCu3Ru4O12具有比CaRuO3更强的导电性，在CaRuO3中仅有Ru-O-Ru网络参与了导电。

同步辐射光电子能谱研究室温下Na对InP（100）表面氮化反应的影响

利用同步辐射光电子能谱研究了室温下Na吸附下于P型InP(100)表面对其氮化反应的影响,通过P2p、In 4d芯能级谱的变化,对Na/InP(100)表面的氮化反应的研究表明,碱金属Na的吸附对InP(100)无明显的催化氮化作用,即使采用N_2/Na/N_2/Na/N_2/Na/InP(100)的类多层结构,在室温下也只有极少量的氮化物形成,而无明显的催化氮化反应发生.碱金属吸附层对III-V族半导体氮化反应的催化机制不同于碱金属对于元素半导体的催化反应机制,碱金属对元素半导体的催化氮化反应,吸附的碱金属与元素半导体衬底之间无需界面反应发生,而碱金属吸附层和III-V族半导体衬底之间发生界面反应而形成的表面缺陷在III-V族半导体的催化氮化反应过程中具有重要的作用.

下辽宁省河平原稻田生态系统的NH_3挥发和N淋溶

在地处下辽河平原的中国科学院沈阳生态实验站潮棕壤上布置施N量分别为180、240和300kg·hm~(-2)，施P量分别为70、100和130kg·hm~(-2)的稻田田间试验。应用通气密闭室法和陶土渗滤管法，测定了稻田生态系统三个不同施肥期施用氮肥后的NH3挥发损失和N淋溶，结果表明：1．水稻生长季节施用氮肥后有明显NH3挥发，总挥发量为11.64kgN·hm~(-2)-34.01kgN·hm~(-2)，占施N量的4.66％-11.66％，主要发生在施用分孽肥后，每次NH3挥发高峰出现在施氮肥后的2-4d内。2．水分渗漏对NH3挥发损失有重要影响。田面积水条件下，NH3挥发损失量及其占施N量的比率都较大，不同施N处理间差异显著（P＜0.05），NH3挥发量随施N量增加而增加；田面不积水条件下，NH3挥发损失挥发量相对较小。3．氮肥用量、田面水NH4斗一浓度和田面水pH是影响NH3挥发重要因素；180kgN·hm~(-2)条件下，积水时不同P处理间NH3挥发差异不显著。4．水稻生长季节各次施用氮肥后，60cm和gocm深处渗漏液中NH4+-N含量都小于2mg·L~(-1)，各施氮肥处理与对照间差异不显著。但NO3-淋溶比较显著，多集中在3mgN·ul-15mgN·L~(-1)之间。NO3-的淋溶随施N量增加而增加。水分渗漏状况影响N03一在不同土层深度的累积，渗水越快NO3-淋溶深度越大。渗水快或者施N量高时NO3，淋溶浓度高于国际饮用水卫生标准10mgN·L~(-1)，已有污染浅层地下水的可能。5．施用基肥后灌水，NH_4~+、NO_3~-立即出现淋溶高峰，而两次追施氮肥的淋溶高峰出现在施肥后10d或更久；并且基肥时期的淋溶浓度也比较高。

强地震荷载作用下含断层岩质边坡稳定性分析

基于岩石材料的弹塑性损伤理论, 引入两个独立的损伤变量分别控制岩石的拉压行为, 通过对地震菏载作用下边坡场地响应的有限元数值模拟, 总结含裂隙的岩质边坡发生局部损伤软化、破坏的仄域的扩展、演化过程和规律.结合对某大型水电坝坝址左岸的岩质边坡在强地震动载荷作用下(百年一遇、超越概率 2%)发生破坏的数值模拟, 揭示这类边坡滑坡的机理, 并根据模拟的结果, 对整治边坡破坏提出参考依据