Nonlinear site response evaluation of earthquakes: A case study from Sirdjan Balvavard Bridge,Kerman province,Iran     

Abbas Abbaszadeh Shahri  Bijan Esfandiyari  Roshanak Rajablou 《Journal of the Geological Society of India》2014,84(4):475-482

The aim of this study is to illustrate the soil conditions encountered at the proposed bridge sites to analyze and evaluate the test conducted, submit recommendations regarding foundation design. At first by field investigation, the required data was collected and after primary processing the acceptable data was selected. For nonlinear analysis of elastic and rigid half space bed rock, standard hyperbolic model was selected and performed, and the results were compared. The study clearly showed that the effect of bed rock on soil behavior during earthquake is one of the main factors controlling prediction of ground response. A critical aspect of this work was to develop and use a computer code “Abbas Converter” developed by the authors that has several advantages, such as quick installation, acting as a connecter function between the used softwares which can generate the input data corresponding to a defined format and finally, the results of this computer code can be easily exported to the other softwares used in this study. Moreover this code can make it easy to solve the problems encountered.  相似文献   

Assessment of the Stability of Rock Slopes by the Slope Stability Rating Classification System   总被引：2，自引：1，他引：1  

Abbas Taheri  Kazuo Tani 《Rock Mechanics and Rock Engineering》2010,43(3):321-333

Given the lack of suitable systems in the characterization of slope stability of heavily jointed rock masses, a new rock mass classification system called Slope Stability Rating (SSR) is proposed. In addition to the so-called modified Geological Strength Index, the proposed system considers five additional parameters whose relative effects on the stability of fractured rock slopes were precisely examined based on data retrieved from eight different rock slope sites in Iran. An overall rating for the rock mass is obtained from the summation of the individual ratings of each parameter. A number of design charts are provided as illustration. The new system was then validated based on 46 slope case histories from Iran and Australia. For this, by means of the design charts previously mentioned, a recommended stable angle for each slope was given and compared with the current slope conditions. As a result, SSR design charts for maximum excavation angle (FS = 1.0) and also for other more conservative excavation angles (FS = 1.2, 1.3, 1.5) were presented.  相似文献   

A general approach to the modelling of contaminant transport through composite landfill liners with intact or leaking geomembranes     

Abbas El‐Zein 《国际地质力学数值与分析法杂志》2008,32(3):265-287

Finite‐element models of contaminant transport through composite landfill liners require highly refined meshes around the interface between the geomembrane and the clay layer, especially if leakage through holes in the geomembrane is considered. In addition, no general formulation for transport through leaking geomembranes can be found in the literature. The paper develops a general approach to time‐dependent contaminant migration through composite liners with intact or leaking geomembranes. Equations are derived for various combinations of system conditions including Dirichlet and Neumann boundary conditions in the waste, constant mass of contaminants in the waste, steady state or transient transport in the geomembrane, and steady state or transient seepage velocities in the mineral liner. The effect of the geomembrane on transport in the soil is converted into an equivalent boundary condition applicable at the top of the clay layer. Hence, only the media underlying the top geomembrane are explicitly represented in the numerical model, yielding a computationally efficient algorithm. The new formulation is validated in conjunction with finite‐layer, finite‐element and boundary‐element methods, by comparing its predictions to those of more conventional approaches which represent the geomembrane explicitly. The scope of the method is illustrated by modelling a landfill liner with a geomembrane leaking in five locations. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

Identification of shocked quartz by scanning cathodoluminescence imaging     

Sam Boggs  David H. Krinsley  Gordon G. Goles  Abbas Seyedolali  Henning Dypvik 《Meteoritics & planetary science》2001,36(6):783-791

Abstract— Quartz grains subjected to high‐strain‐rate shock waves owing to meteorite or cometary impact on Earth's surface commonly display shock lamellae. These lamellae appear as remarkably straight, thin, planar features (microstructures) in sets within which lamellae are essentially parallel to each other and spaced ≤ 20 μm apart. Two or more intersecting sets are typically present. Shock lamellae are commonly recognized and identified by optical methods, by use of the transmission electron microscope (TEM), and by etching polished sections and subsequent examination with a scanning electron microscope (SEM) operated in the secondary electron mode. We present here a method for observing planar microstructures in shocked quartz by using a cathodoluminescence (CL) detector attached to a SEM. The method relies on the fact that planar microstructures in quartz arising as a result of shock display no CL whatever; thus, they show up as distinct, thin, black lines on otherwise luminescent quartz grains. We used scanning CL imaging to study shocked quartz from the Ries Crater, Germany, a well‐known impact crater of Miocene age. We demonstrate that shock‐produced planar microstructures are clearly displayed in SEM‐CL images and can be distinguished from microfractures generated by tectonism, and subsequently filled with quartz, and other similar features not related to impact events. The SEM‐CL method provides a powerful supplement to other methods of identifying shocked quartz. It commonly provides better spatial resolution than does standard optical methods, and does not require etching of quartz grains. Further, it is easier and faster to use than are TEM methods, although it is not capable of the fine‐scale defect analysis possible with TEM.  相似文献   

巴基斯坦瓜达尔港气象要素特征分析          下载免费PDF全文

邓明仔  何清  阿力木·阿巴斯  金莉莉  周成龙  杨锐 《山东气象》2020,40(4):124-132

利用克拉玛依-瓜达尔友好城市气象站2018年1月1日至2019年12月31日逐日及逐小时气温、气压、降水、相对湿度、水汽压、风向风速观测资料,对瓜达尔港的气象要素特征进行分析。结果表明：1）瓜达尔港属热带沙漠气候,年平均气温为26.9 ℃,最热月为5—7月,最冷月为1月。瓜达尔港气温年较差、日较差分别为12.5 ℃和6.5 ℃,各季节间气温差异较小。其极端高温达42.7 ℃,极端低温为11.9 ℃。2）瓜达尔港年平均气压为1 009.1 hPa,气压最大值出现在12月和1月,最小值出现在7月,季节差异明显。3）瓜达尔港受制于副热带高压,常年干旱少雨,降水年季之间分布不均,差异明显。2018年年降水量为0.3 mm,集中于冬季;2019年年降水量为67.6 mm,主要集中于秋冬两季。相对湿度和水汽压年均值分别是67.3%和24.3 hPa。4）瓜达尔港年平均风速为2.4 m·s-1,白天风速大于夜晚风速。四季中春季风速偏大,夏季、秋季次之,冬季偏小。风向季节性变化明显,盛行风向除东北风外,还包括西南风。出现频率最高的是2级风,其次是1级风和3级风,6级以上大风出现频率为0。  相似文献   

Design of small GPS drifters for current measurements in the coastal zone     

Behnam Shafiei Sabet  Gholam Abbas Barani 《Ocean & Coastal Management》2011,54(2):158-163

Field observations of flows in coastal zone are scarce, but important for understanding the spatial variability of currents. The design of small, low-cost GPS drifters for collecting accurate Lagrangian data in the coastal zone is described. The drifters are intended for using in nearshore environments, lakes and estuaries over timescales of a few minutes up to several hours and are a low-cost alternative for applications which do not require drifter’s sea-going capability. Two field tests of GPS drifters in the south coast of Caspian Sea in Anzali port, Iran, in November 2008 and July 2009 were successful.  相似文献   

The environmental dependence of galaxy clustering in the Sloan Digital Sky Survey     

Ummi Abbas  Ravi K. Sheth 《Monthly notices of the Royal Astronomical Society》2006,372(4):1749-1754

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Effects of Replacing Fishmeal with Animal By-products Meal Supplementation in Diets on the Growth and Nutrient Utilization of Mangrove Red Snapper   总被引：1，自引：0，他引：1  

Khalid Jamil Ghulam Abbas Rukhsana Akhtar LIN Hong LI Zhenxing 《中国海洋大学学报(英文版)》2007,6(3):292-298

A feeding trial was conducted for 75 d to evaluate the nutritive value of a mixture of animal by-products(MAB) as a possible protein source in diets for juvenile mangrove red snapper,Lutjanus argentimaculatus(mean initial body weight,30 g). Fish were fed one of five isonitrogenous diets(40% crude protein) replacing 0,25%(MAB25),50%(MAB50),75%(MAB75) and 100%(MAB100) of fish meal protein with similar percentages of MAB. The MAB consisted of 25% cow liver meal,20% leather meal,20% meat and bone meal,15% blood meal,10% APC(poultry feather meal),8% poultry manure dried,1.5% choline and 0.5% chromic oxide. After 75 d of feeding,fish fed with diets MAB50,MAB75 and MAB100 exhibited significantly lower growth per-formance than that of fish fed with control and MAB25 diets. The optimum level of MAB was estimated to be 23%. Replacement of fish meal by MAB23% showed the following performance:maximum weight gain,510%;SGR,2.39% and FCE,2.83%. The MAB substitution up to 75% of fish meal protein in diets did not show differences in apparent protein digestibility(83.6% for MAB25,79.2% for MAB50,78.7% for MAB75) compared with control(83.4%),whereas in MAB100 group digestibility(65.3%) was sig-nificantly lower than in other groups. The apparent phosphorus absorption of test diet groups was significantly higher(37.1% for MAB25,28.5% for MAB50,55.6% for MAB75 and 54.5% for MAB100) than that of control(11.2%). The levels of protein and ash in the whole body,carcass and viscera increased as MAB substitution in diets increased,whereas lipids and moisture remained con-sistent among all treatment groups. These results showed that approximately 23% of fish meal protein could be replaced by a mixture of animal by-products for juvenile snapper growing from 30 g to 167 g in 75 d without compromising growth performance and feed efficiency.  相似文献   

An Empirical Model for Significant Duration of the Ground Motions Containing Velocity Pulses     

Daryoushi  Masoud  Saffari  Hamid  Mahdavian  Abbas 《Izvestiya Physics of the Solid Earth》2021,57(6):950-964

Izvestiya, Physics of the Solid Earth - ln this study, two relationships have been presented for predicting the significant duration values $$({{D}_{{s5 - 75}}}$$ and $${{D}_{{s5 - 95}}})~$$ of...  相似文献   

A framework for predicting abrasion rupture of crusts in wind erosion     

Seyed Mohammad Fattahi  Abbas Soroush  Ning Huang  Jie Zhang  Sona Jodari Abbasi  Yang Yu 《地球表面变化过程与地形》2021,46(13):2565-2581

Crusts play a crucial role in the reduction or control of wind erosion. In this regard, the resilience and durability of crusts are of prime importance. Crusts have high resilience and durability against wind flow shear stresses; however, they are prone to abrasion induced by saltating particles. Therefore, estimating crust durability in abrasion rupture has practical importance. In this study, a cyanocrust and a biocemented sand crust were subjected to a controlled flux of saltating particles for different sandblasting periods to provide a framework for predicting crust rupture. The velocity and pre- and post-collision energy of the saltating particles were measured using high-speed photography. The changes in the strength of the crusts after different periods of sandblasting were determined using a scratch test. The results suggested that the average strength of the cyanocrust and biocemented sand crust became 0.25 and 0.7 of their corresponding initial values after 30 min of sandblasting. Also, the average stiffness of the cyanocrust and biocemented sand crust decreased to 0.5 and 0.9 of their initial values, respectively. Furthermore, the amount of impact energy absorbed by the crusts increased by the deterioration of the crusts. Compiling the results of the wind tunnel experiment and scratch tests yielded an exponential equation which can be used to estimate crust durability in a given condition of saltation. Based on this equation, the cyanocrust and biocemented sand crust will break down entirely after 23 and 449 min, respectively, at a wind velocity of 6.8 m/s and a saltation flux of 1 g/s/m.  相似文献