岩石边坡平面滑动时的临界滑面倾角的探讨

在岩石边坡中，当出现平面滑坡时，如果边坡内没有确定的滑面，滑面的临界倾角不仅仅是边坡倾角和破坏面摩擦角的函数，而且还应该是滑体高度、破坏面的黏聚力和岩体重度的函数．通过推导和计算得知，滑面的临界倾角与边坡倾角呈线性关系，与破坏面摩擦角呈二次函数关系，与滑体高度呈对数关系，与破坏面的黏聚力呈负指数关系，与岩体重度呈二次函数关系．此外，当边坡中有张裂缝和水时，滑面的临界倾角还与张裂缝的深度和水位高度有关.     

Granularity of Knowledge Computed by Genetic Algorithms Based on Rough Sets Theory

1.Introduction 1.1 R ough Set T heory and G ranular of K now l- edge Rough set theory is proposed by Zdzislaw Pawlak ,and itis a new mathematical approach to granularitoyf knowledge .Itbecame a crucialissufeor computer scientis,tsparticularliyn the area o…     

Numerical Simulation of Multi-track and Multi-layer Temperature Field on Laser Direct Metal Shaping

To improve the mechanical properties of the parts fabricated by Laser Direct Metal Shaping(LDMS),it is of great significance to understand the distribution regularities of transient temperature field during LDMS process.Based on the“el- ement birth and death”technique of finite element method,a three-dimensional multi-track and multi-layer model for the transient temperature field analysis of LDMS is developed by ANSYS Parametric Design Language(APDL)for the first time.In the fab- ricated modal,X-direction parallel reciprocating scanning paths is introduced.Using the same process parameters,the simulation results show good agreement with the microstructure features of samples which fabricated by LDMS.     

有机蒙脱石对酸性大红的吸附性能及吸附工艺条件优化研究

利用壳聚糖对纯蒙脱石进行有机改性,并对有机蒙脱石和纯蒙脱石吸附水溶液中酸性大红进行实验研究。结果表明吸附性能主要受吸附剂投加量,pH值和吸附时间等因素的影响;改性蒙脱石对酸性大红的吸附要优于纯蒙脱石。在本实验条件中,有机柱撑蒙脱石对水中酸性大红(50 ml,浓度为40 mg/l)的最佳吸附工艺条件为:pH2.5,投加量0.2 g,吸附时间35 min,此条件下对水中酸性大红去除率达到了71.26%。20℃时有机柱撑蒙脱石对酸性大红的等温吸附曲线符合Freundlich方程。     

为20周年纪念而言

本专委会（中国电工技术学会工业与建筑应用电气专业委员会）于1985年10月成立，由本专委会等主办的杂志在1985年以“电气工程应用”名称出版发行，两都是整整20周年了。专委会的学术会议和杂志的发行是20年学术活动的两个方面。     

Experimental investigation and numerical simulation on the effect of fissure water pressure in vertical sliding surface

1 Introduction Rock slopes usually contain many structural surfaces in geological engineering. However, the mechanism of rock slope failure has not been profoundly understood. Therefore, it is important to deeply analyze the failure mechanism and stability of such rock slopes through experimental investigation and numerical simulation. Previous site investigations show that water is one of the key factors to induce landslide[1―5]. “No landslide without water” vividly points out the importa…     

Experimental and discrete element numerical analysis of side slope instability induced by fissure water underlying impervious bed

1 Introduction The in situ observations and analysis on the landslide events indicate that water is one of the key factors which induce landslide of the mountain mass[1―8]. The mechanism offissure water inducing landslide can be generalized into three aspects: (1) the softening influence of water weakens the strength of materials on the slip surface[9―11]; (2) the cleft water pressure towards the slide slope free face increases sliding force[12―15]; (3) water pressure on the slip surface lo…     

Flume Experiment on Stream Blockage by the Debris Flow From Tributary

Stream blockage by the debris flow from tributary valleys is a common phenomenon in mountainous area,which takes place when large quantities of sediment transported by debris flow reaches a river channel causing its complete or partial blockage.The dam formed by debris flow may causes upstream and downstream flooding,and presents great threat to people and property.Because of the catastrophic influence on people and property,debris-flow dam has attracted many attentions from the researchers and local administration.But,lit- tle attention has been given to the quantitative interrelationships of the potential influential factors.In this pa- per,the interrelationships of important influential factors caused the stream blockage by debris flow were ana- lyzed through flume experiment,and a model to predict the blockage was presented.     

An Investigation of Stochastic Nature of Bed Load Motion in Chuanjiang River

Bed Load Motion and its transport rate is one of the basic issues in river dynamics.In this paper, the authors discussed the stochastic nature of bed load motion in Chuanjiang River in details.Chungjiang lies in the upstream reach of Yangtze River.Its stochastic nature is shown in the following four aspects.Firstly, even though all the conditions are the same,due to the fluctuation of the flow,the bed load discharge and the location and width of sediment transport belts are different.Secondly,during the process of bed load motion, pebbles show the strong nature of intermittence.Thirdly,the sediment discharges through upstream and down- stream reach are not equal,i.e.the pebble motion exists the discontinuity.Fourthly,annual mean transport rates of bed load for different stations are different and variation of transport rate of pebbles for a given station with year is large.The four aspects will be discussed one by one detailedly.     

Water target based cross-calibration of CBERS-02 CCD camera with MODIS data

The CBERS-02, the second satellite of China Brazil Earth Resources Satellite series, was launched on Oct. 21, 2002. Onboard the satellite, there are three major sensors, a CCD camera, a wide field imager and an infrared multispectral scanner (http://www. cresda.com). The purpose of this paper is to calibrate the CCD camera with a methodol- ogy of cross-calibration. The spatial resolution of the multispectal bands of CCD camera is 19.5 m, the swath is about 115 km. It is capable of side…