Effects of horizontal strain in estimating specific storage and compaction in confined and leaky aquifer systems   总被引：6，自引：1，他引：5  

T. J. Burbey 《Hydrogeology Journal》1999,7(6):521-532

 Mathematical and numerical distinctions are made between developments of governing equations involving groundwater flow and granular displacement where (1) only vertical strain and no change in total normal load are assumed, and (2) such limitations are eliminated. The former is referred to here as the Jacob-Terzaghi method; the latter is referred to as the Biot method. Numerical comparisons of drawdown, compaction, and strain are made for hypothetical confined and leaky aquifer systems for one- and three-dimensional strain problems. Simulation results indicate that incorporation of horizontal strain results in reduced drawdowns. Vertical compaction for a specified stress distribution is greatly reduced when horizontal strain is invoked. The distribution of strain components indicates that approximately two-thirds of the total volume strain originates from horizontal compaction in pumped aquifers. Incorporation of horizontal strain also affects the distribution of flux through the overlying confining layer as a function of distance from the pumping well and may ultimately affect the interpretation of aquifer-test data. Received, January 1999 / Revised, May 1999, August 1999 / Accepted, August 1999  相似文献   

南黄海营养盐的平面分布及横向输运   总被引：15，自引：3，他引：12  

王保栋  王桂云  郑昌洙  梁东范 《海洋学报》1999,21(6):124-129

黄海对我国是颇为重要的陆架海区,也是世界上最典型的半封闭性陆架浅海之一。它和所有陆架海区一样,是人类活动、经济开发最为集中的地带,也是陆地、海洋、大气各种过程相互作用较为激烈的地带。  相似文献   

A pulsational approach to the luminosity of horizontal branch stellar structures     

Renato De Santis  Santi Cassisi 《Monthly notices of the Royal Astronomical Society》1999,308(1):97-110

  相似文献   

Towards probabilistic seismic performance of vehicle-bridge interaction systems: From stochastic dynamic model to fragility analysis     

Peng Yuan  You Dong  Ruiwei Feng  Dan M. Frangopol 《地震工程与结构动力学》2023,52(1):88-110

This paper aims to assess the seismic fragility of vehicle-bridge-interaction (VBI) systems considering the effects of vehicle types, traffic conditions, and road surface qualities. A stochastic nonlinear mechanical model for the earthquake-VBI system is developed, and the fragility functions for the proposed VBI model are derived by considering the relevant probabilistic seismic demand parameters. On the basis of a typical four-span continuous prestressed concrete highway bridge in China, a complete numerical model for the VBI system is built considering multiple uncertainties from bridge and vehicle parameters, as well as the road surface qualities. A total of 120 real ground motion records with different combinations of magnitude-source-to-site distance (M-R) and earthquake intensity characteristics are selected. Meanwhile, 80 scenarios in terms of different combinations of vehicle types, vehicle speeds, and road surface irregularities are defined. In this context, 96,000 nonlinear time-history analyses are performed, and the developed fragility models are applied to the VBI system at both component and system levels. Results indicate that the fragilities of pier drift, bearing shear strain, and the overall VBI system increase with the increase of the vehicle weight or the decrease of the vehicle speed, while the vertical deck displacement is dominated by the vehicle weight. It is also found that the road surface quality has a negligible effect on both component and system fragilities.  相似文献   

Flexible support of a pile embedded in unsaturated soil under Rayleigh waves     

Zijian Yang  Wenbing Wu  Hao Liu  Yunpeng Zhang  Rongzhu Liang 《地震工程与结构动力学》2023,52(1):226-247

Under the action of Rayleigh waves, pile head is easy to rotate with a concrete pile cap, and pure fixed-head condition is rarely achieved, which is a common phenomenon for it usually occurs on the precast piles with insufficient anchorage. In addition, the propagation characteristics of Rayleigh wave have been changed significantly due to the existence of capillary pressure and the coupling between phases in unsaturated soil, which significantly affects the pile-soil interaction. In order to study the above problems, a coupled vibration model of unsaturated soil–pile system subjected to Rayleigh waves is established on the basis that the pile cap is equivalent to a rigid mass block. Meanwhile, the soil constitution is simplified to linear-elastic and small deformations are assumed to occur during the vibration phase of soil–pile system. Then, the horizontal dynamic response of a homogeneous free-field unsaturated soil caused by propagating Rayleigh waves is obtained by using operator decomposition theory and variable separation method. The dynamic equilibrium equation of a pile is established by using the dynamic Winkler model and the Timoshenko beam theory, and the analytical solutions of the horizontal displacement, rotation angle, bending moment and shear force of pile body are derived according to the boundary conditions of flexible constraint of pile top. Based on the present solutions, the rationality of the proposed model is verified by comparing with the previous research results. Through parametric study, the influence of rotational stiffness and yield bending moment of pile top on the horizontal dynamic characteristics of Rayleigh waves induced pile is investigated in detailed. The analysis results can be utilized for the seismic design of pile foundation under Rayleigh waves.  相似文献   

南京玄武湖浮游甲壳动物的水平分布及其与环境的关系   总被引：1，自引：1，他引：0  

孙颖  舒婷婷  李静  戴曦  吕志均  陈非洲 《湖泊科学》2012,24(3):422-428

于2010年7月对玄武湖三个区域(荷花区、湖岸区、敞水区)的浮游甲壳动物水平分布进行了分析,并探讨了浮游甲壳动物种类、丰度分布与环境因子的关系.结果显示:荷花区、湖岸区、敞水区的氮磷营养盐浓度无显著差异,三个区域pH逐渐变高.相比其他区域,荷花区叶绿素a浓度最高而总悬浮质浓度最低.荷花区浮游甲壳动物丰度显著高于敞水区和湖岸区.全湖枝角类优势种为模糊秀体溞、微型裸腹溞、尖额溞以及壳纹船卵溞.桡足类的优势种为北碚中剑水蚤和台湾温剑水蚤.与其他湖区相比,荷花区浮游甲壳动物种类最多,且检出缺刺新秀体溞等稀有枝角类.冗余分析(RDA)表明与玄武湖浮游甲壳动物优势种分布相关的重要环境因子为总悬浮质、叶绿素a和总溶解磷浓度.结合浮游甲壳动物种类、丰度分布及环境因子分析得出,模糊秀体溞更倾向于分布在敞水区,而荷花区为其余大部分浮游甲壳动物种类提供了合适的生存条件.  相似文献   

透空式水平板波浪总上托力试验研究     

周益人陈国平  黄海龙王登婷 《海洋工程》2004,22(4):43-50

通过系列模型试验,对透空水平板下波浪总上托力进行了研究,结果表明：平板下最大总上托力并不与最大冲击压强同步发生。为此,依据试验结果对波浪总上托力产生机理和影响因素进行详细分析,提出透空水平板波浪最大总上托力的计算公式,试验结果表明,该公式与实验值有着较好的一致性。  相似文献   

ARGO剖面浮标电导率传感器漂移问题探讨   总被引：3，自引：0，他引：3  

童明荣  许建平  马继瑞  刘增宏  孙朝辉 《海洋技术学报》2004,23(3):105-116,124

ARGO剖面浮标在海上长期工作,其携带的电导率传感器漂移会导致测量数据误差,从而影响观测资料的质量。文章利用误差理论和回归分析、曲线拟合等数理统计方法,检测和处理由ARGO剖面浮标电导率传感器漂移所带来的测量误差,并对太平洋、大西洋和印度洋上已经发现有电导率传感器漂移的ARGO资料进行了校正,取得了比较理想的结果。  相似文献   

Estimation of seismic drift demands for frame structures     

Akshay Gupta  Helmut Krawinkler 《地震工程与结构动力学》2000,29(9):1287-1305

A process is outlined and evaluated for the estimation of seismic roof and storey drift demands for frame structures from the spectral displacement demand at the first mode period of the structure. The spectral displacement demand is related to the roof drift demand for the multi‐degree‐of‐freedom (MDOF) structure using three modification factors, accounting for MDOF effects, inelasticity effects, and P‐delta effects. Median values and measures of dispersion for the factors are obtained from elastic and inelastic time history analyses of nine steel moment resisting frame structures subjected to sets of ground motions representative of different hazard levels. The roof drift demand is related to the storey drift demands, with the results being strongly dependent on the number of stories and the ground motion characteristics. The relationships proposed in this paper should prove useful in the conceptual design phase, in estimating deformation demands for performance assessment, and in improving basic understanding of seismic behaviour. Copyright © 2000 John Wiley & Sons, Ltd.  相似文献   

Experimental Study of Nonlinear Behaviors of A Free-Floating Body in Waves     

贺铭  任冰  邱大洪 《海洋工程》2016,(3):421-430

Nonlinear behaviors of a free-floating body in waves were experimentally investigated in the present study. The experiments were carried out for 6 different wave heights and 6 different wave periods to cover a relatively wide range of wave nonlinearities. A charge-coupled device (CCD) camera was used to capture the real-time motion of the floating body. The measurement data show that the sway, heave and roll motions of the floating body are all harmonic oscillations while the equilibrium position of the sway motion drifts in the wave direction. The drift speed is proportional to wave steepness when the size of the floating body is comparable to the wavelength, while it is proportional to the square of wave steepness when the floating body is relatively small. In addition, the drift motion leads to a slightly longer oscillation period of the floating body than the wave period of nonlinear wave and the discrepancy increases with the increment of wave steepness.  相似文献