A stabilized Smoothed Particle Hydrodynamics,Taylor–Galerkin algorithm for soil dynamics problems     

T. Blanc  M. Pastor 《国际地质力学数值与分析法杂志》2013,37(1):1-30

Modelling of failure under dynamic conditions in geomaterials with finite elements presents a series of complex problems, among which we can mention those of (i) volumetric locking, which results on higher failure loads, (ii) influence of mesh alignment, resulting to unrealistic failure surfaces, (iii) diffusion of the shear band over some element widths, (iv) nonoptimal propagation properties (numerical diffusion and dispersion), (v) fulfilling Babuska–Brezzi conditions when using the same order of interpolation for displacement and pressures in coupled problems and (vi) large deformation analysis. This paper is based on previous work done by the authors, who developed a mixed approximation based on (i) casting the dynamic problem in the form of a system of first order PDEs and (ii) using stresses and velocities as nodal variables. The equations were discretized following a Taylor–Galerkin algorithm, first in time using a Taylor expansion and then in space using Galerkin method. The model was limited to small deformations. The purpose of this paper is to show how Taylor–Galerkin method can be extended to meshless formulations, such as the SPH method. The algorithm consists of (i) discretizing in time using a Taylor series expansion complemented with integration of source terms using a Runge–Kutta scheme and then (ii) discretizing in space using the SPH method. It is shown how the proposed method keeps the advantages of the Taylor–Galerkin method in Finite Elements (good propagation properties and capturing of shear bands) and avoids the tensile instability. A set of test problems ranging from elastic propagation of a wave in a bar to failure of a slope on a cohesive softening material are used to assess the performance of the method. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

Multi‐model ensemble prediction of terrestrial evapotranspiration across north China using Bayesian model averaging          下载免费PDF全文

Gaofeng Zhu  Xin Li  Kun Zhang  Zhenyu Ding  Tuo Han  Jinzhu Ma  Chunlin Huang  Jianhua He  Ting Ma 《水文研究》2016,30(16):2861-2879

Using high‐quality dataset from 12 flux towers in north China, the performance of four evapotranspiration (ET) models and the multi‐model ensemble approaches including the simple averaging (SA) and Bayesian model average (BMA) were systematically evaluated in this study. The four models were the single‐layer Penman–Monteith (P–M) model, the two‐layer Shuttleworthe–Wallace (S–W) model, the advection–aridity (A–A) model, and a modified Priestley–Taylor (PT‐JPL). Based on the mean value of Taylor skill (S) and the regression slope between measured and simulated ET values across all sites, the order of overall performance of the individual models from the best to the worst were: S–W (0.88, 0.87), PT‐JPL (0.80, 1.17), P–M (0.63, 1.73) and A–A (0.60, 1.68) [statistics stated as (Taylor skill, regression slope)]. Here, all models used the same values of parameters, LAI and fractional vegetation cover as well as the forcing meteorological data. Thus, the differences in model performance were mainly attributed to errors in model structure. To the ensemble approach, the BMA method has the advantage of generating more skillful and reliable predictions than the SA scheme. However, successful implementation of BMA requires accurate estimates of its parameters, and some degradation in performance were observed when the BMA parameters generated from the training period were used for the validation period. Thus, it is necessary to explore the seasonal variations of the BMA parameters according the different growth stages. Finally, the optimal conditional density function of half‐hourly ET approximated well by the double‐exponential distribution. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

Evaluation of building period formulas for seismic design     

Oh‐Sung Kwon  Eung Soo Kim 《地震工程与结构动力学》2010,39(14):1569-1583

Building period formulas in seismic design code are evaluated with over 800 apparent building periods from 191 building stations and 67 earthquake events. The evaluation is carried out with the formulas in ASCE 7‐05 for steel and RC moment‐resisting frames, shear wall buildings, braced frames, and other structural types. Qualitative comparison of measured periods and periods calculated from the code formulas shows that the formula for steel moment‐resisting frames generally predicts well the lower bound of the measured periods for all building heights. But the differences between the periods from code formula and measured periods of low‐ to‐medium rise buildings are relatively high. In addition, the periods of essential buildings designed with the importance factor are about 40% shorter than the periods of non‐essential buildings. The code formula for RC moment‐resisting frames describes well the lower bound of measured periods. The formula for braced frames accurately predicts the lower bound periods of low‐to‐medium rise buildings. The formula for shear wall buildings overestimates periods for all building heights. For buildings that are classified as other structural types, the measured building periods can be much shorter than the periods calculated with the code formula. Based on these observations, it is suggested to use C_r factor of 0.015 for shear walls and other structural types. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Estimate of the alpha parameter in an oat crop under rain‐fed conditions     

Facundo Carmona  Raúl Rivas  Vicente Caselles 《水文研究》2013,27(19):2834-2839

In this article, we estimated the alpha parameter of the Priestley–Taylor model under rain‐fed conditions. This study was conducted in an oat crop, from 7 September to 22 October 2009, in a region of subhumid plains (Tandil, Argentina). An energy balance station was installed within the experimental field to monitor its development. The alpha parameter value obtained was 1.41 ± 0.01, which led to an overestimation of the evapotranspiration of just 2% and a relative error in estimating evapotranspiration of 8%. The results suggest that the alpha parameter obtained is adequate in estimating the evapotranspiration of oat crops or similar crops in subhumid plains of Buenos Aires, Argentina. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

巴音戈壁盆地巴音戈壁组上段古盐度恢复及意义     

高宏霞  刘晓东  刘平辉  孟平虹  向龙  饶耕玮 《高校地质学报》2022,28(4):539-553

巴音戈壁盆地巴音戈壁组上段泥岩是中国高放废物深地质处置的目标研究层位之一,目前缺乏对该地层湖相泥岩粘土矿物组合特征及古盐度影响因素的相关认识。文章应用全岩的B含量、Sr/Ba比值、Rb/K比值及Na+K质量分数等方法和X衍射测试分析技术对巴音戈壁组上段古盐度进行综合判别。分析得出：（1）巴音戈壁组上段以半深湖—深湖沉积环境为主,发育有厚层深灰色泥岩,以半深湖至深湖相沉积为主;（2）研究区目的层岩性结构为泥粉质,该段泥岩伊利石、蒙脱石、伊蒙混层发育较好,绿泥石和高岭石极少;（3）选取样品的Sr/Ba、Rb/K、B/Ga、Na+K值同Couch公式恢复的古盐度变化趋向相似,其水体以半咸水、微咸为主;（4）随着深度增加,TZK-1井、TZK-2井的古盐度呈规律变化,具有升高—降低特点,与伊利石含量的变化一致,并且古盐度变化与古气候及氧化还原的相关研究在该岩性段位耦合。综上表明：目标区古盐度的研究不仅有利于湖盆古沉积环境的恢复,而且有助于揭示古盐度的变化特征对粘土矿物组合特征及演化的影响,为后期深入研究粘土矿物对核素吸附性能及核素在泥岩中的迁移情况提供一定依据。  相似文献   

致密砂岩储层变岩电参数法饱和度计算模型:以苏里格气田西区盒8段例     

卢俊辉  张小莉  杨振  李亚军  王晓琳  赵希 《现代地质》2022,36(4):1131-1137

致密砂岩储层是油气勘探的重点方向之一,由于致密砂岩储层具有低孔低渗、孔隙结构复杂、非均质性强和岩电参数变化等特点,在测井解释过程中不同于常规储层。Archie公式在致密砂岩地层中使用时,强非均质性导致岩电参数a、b、m和n会随着储层的变化而变化。针对苏里格西区盒₈段致密砂岩储层提出利用变岩电参数建立饱和度模型。依据研究区盒₈段储层25块岩心岩电实验分析发现胶结系数m与lgϕ呈二次函数关系、m与岩性系数a呈幂函数关系、束缚水饱和度S_wb对饱和度指数n有较大的影响。因此,在对孔隙度、束缚水饱和度和孔隙结构指数等因素分析的基础上,综合各因素影响特征建立了变岩电参数的饱和度模型。结果表明,该方法相对传统Archie公式饱和度解释,模型精度更高,为解释复杂孔隙结构砂岩储层提供了一种有效预测方法。  相似文献   

Research Progress on the Electrical Properties of Gas Hydrate-bearing Sediments     

TAN Kui  ZHANG Qi  HE Tao 《《地质学报》英文版》2023,97(3):816-827

Electrical properties are important physical parameters of natural gas hydrate, and, specifically, resistivity has been widely used in the quantitative estimation of hydrate saturation. There are three main methods to study the electrical properties of gas hydrate-bearing sediments: experimental laboratory measurements, numerical simulation, and resistivity logging. Experimental measurements can be divided into three categories: normal electrical measurement, complex resistivity measurement, and electrical resistivity tomography. Experimental measurements show that the resistivity of hydrate-bearing sediment is affected by many factors, and its distribution as well as the hydrate saturation is not uniform; there is a distinct non-Archie phenomenon. The numerical method can simulate the resistivity of sediments by changing the hydrate occurrence state, saturation, distribution, etc. However, it needs to be combined with X-ray CT, nuclear magnetic resonance, and other imaging techniques to characterize the porous characteristics of the hydrate-bearing sediments. Resistivity well logging can easily identify hydrate layers based on their significantly higher resistivity than the background, but the field data of the hydrate layer also has a serious non-Archie phenomenon. Therefore, more experimental measurements and numerical simulation studies are needed to correct the parameters of Archie''s formula.  相似文献   

组分对铁基金刚石钻头的力学性能影响研究          下载免费PDF全文

刘冀 《探矿工程》2021,48(5):47-53

为提高金刚石钻头钻进钢筋混凝土、强磨性岩层的钻进效率,选择了一种耐磨性高、冷压成型好的铁预合金粉。本文设计了铁基胎体配方,研究了铁基预合金粉、Cu、Ni、Co各成分对铁基金刚石钻头胎体及钻进性能的影响。测试了不同配方下烧结试样的抗拉强度、三点抗弯强度和硬度,使用扫描电镜对断口进行微观分析,通过现场钻进实验测试钻头的钻进效率与寿命。同时分析了保温时间对铁基胎体力学性能的影响。结果表明：Cu、Ni、Co对铁基胎体的抗弯强度和硬度影响较大,且保温时间为5 min时,铁基胎体可以获得较好的力学性能。  相似文献   

利用多代卫星测高数据计算中国近海及邻域重力异常   总被引：1，自引：0，他引：1  

刘善伟  李家军  万剑华  杨俊钢 《海洋科学》2015,39(12):130-134

为提高海洋重力场数据的精度和空间分辨率,联合Jason-1/2、T/P、Envisat、ERS-1/2、Geosat等多代卫星测高数据计算中国近海及邻域(0°~42°N,100°~140°E)2′×2′重力异常。对卫星测高数据分别进行共线处理和自交叉点平差,并以T/P卫星测高数据为基准进行多星数据联合平差,有效削弱了卫星测高数据的时变影响和不协调性;利用逆Vening-Meinesz公式计算重力异常,与船测重力相比,均方根误差为5.4 mgal。结果表明,通过引入高精度的卫星测高数据,结合多项平差处理手段,提高了海洋重力异常的计算精度。  相似文献   

镇江市新一代暴雨强度公式研制及雨型设计   总被引：3，自引：1，他引：2  

庄智福  王珂清  杨杰  陈兵  朱海涛 《气象科学》2015,35(4):506-513

用镇江市1980—2013年连续34 a的降水观测资料,通过数据审核处理建立暴雨统计样本。对镇江市近34 a的暴雨特征进行统计分析,发现其存在较为显著的阶段性变化特征,具备开展新一代暴雨强度公式研制的必要。基于此,采用年最大值法展开修订,基于皮尔逊III型分布确定概率曲线并进行参数推求,研制了镇江市新一代暴雨强度公式。在此基础上,开展镇江市短历时暴雨雨型设计研究。统计发现:短历时暴雨以单峰型分布为主,其雨峰位置大部分出现在整个暴雨过程的前半段。进而采用芝加哥法雨型进行雨型设计,确定雨峰位置系数,得到镇江市短历时暴雨的雨型设计过程,短历时暴雨的瞬时雨强最高达5.9 mm/min,过程累计降水最高达105 mm。  相似文献