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However, the transformation rate from dominant stem to overtopped stem and from overtopped stem to dominant stem were the lowest. The interconversion of classified stem would increase as the stand density and the rate of L. gmelinii was going up. The altitude that classified stem mainly concentrated was less than 1000m, slope was less than 25°, aspect was south slope, position was at middle and lower, soil depth less than 17cm. The rate of no interconversion was 66.7% among overtopped stem. It should cut the overtopped stem as intermediate cutting.

优势木转被压木和被压木转优势木的转换率最低;随着林分密度和林分中落叶松比例增加,分级木相互转换数也增多;分级木转换现象主要集中在海拔<1000m、度<25°、向为阳位为中下、土壤厚度>17cm的林分中;被压木中,无转换的占66.7%,抚育采伐时应考虑伐除这些被压木。

The development includes the new theory of composition design of high permeability permalloy,the development of reducing the cost of permalloy through replace high-Ni-alloy by low one,the study of the new wafer core materials used as stereo magnetic head,and the development of iron-loss analysis of the soft magnetic alloy .

其中包括高导磁率莫合金成分设计理论、低中Ni代中高Ni的莫合金廉价化进展,立体声磁头用耐磨耐应力莫合金的开发,软磁合金的损耗分析等。

The results show that mineral compositions of the sediments are smectite, illite, palygorskite and chlorite, and the fibrous or acicular palygorskites are typically authigenic,which grew along the edges or the surfaces of platy smectite, respectively.

结果表明,晚渐新世循化盆地沉积物中粘土矿物组成主要有蒙脱石、伊利石、缕石和绿泥石等;缕石一般呈纤维状或者针状,沿片状蒙脱石的边缘及表面交代生长,为典型自生成因的缕石。

From numerical analysis result obtained by abovementioned two methods (safety coefficient being less than 1.1) and combination with the geological evaluation in situ, the high rock slope of the left abutment downstream is considered as a potentially unstable one under natural condition and pondage cases. So it is necessary to be further studied.

根据上述两方法相结合的数值分析结果(安全系数小于1.1,并结合现场工程地质评价,认为在自然边及蓄水条件下,左坝肩下游高边属于潜在不稳定边,需进一步研究。

As the quarry operation evolve, the deeper the pit, the higher and steeper of the highwall, and thus, the influence of blasting vibration may affect the potentially unstable slope which may cause safety problem and result in the shut-down of the overall mining operation.

在露天矿场开采过程中,随著开采深度的增大,其边越来越高,特别是对於那些存在不稳定因素的高陡边,倘若受爆破震动的影响,极有可能造成边的失稳破坏,危及安全生产甚至影响矿山的正常生产秩序。

The article will research the design of residential pitched roof . Begin with its history , in accordance with the thought from method to principles, then from theory to design, research this ancient architectural problem .And the integration of energy-efficient residential design section of the new situation, analysis the new problems in residential pitched roof design.

文章将从住宅屋顶的设计问题入手,从住宅屋顶的历史沿革谈起,按照从设计要素、方法到原则、理念的脉络,由方法到理论,再由理论指导设计,对这一个古老的建筑话题作深入地分析研究,并且结合当今住宅节能节地设计的新形势,对住宅屋顶设计中出现的一些新情况和问题进行了分析和总结。

For the slope protection,domestic and foreign have various methods,such as:clean surface, and shotcrete stone surface and the use of concrete,asphalt,riprap,etc.,but these have a fatal weakness,the use of clean face,and shotcrete stone surface and the use of concrete,asphalt,riprap protection methods such as the slope,often due to excessive destruction of the human impact of the original natural and ecological environment.so that the entire road is almost formed a gray line,and While these protective measures outside the slope formed a protective layer of solid layer,but if there is a protective layer of water into the lower water flow and form,these protective measures will also be destroyed.

对于边的防护,国内、国外均有多种方法,比如:抹面、喷浆、石砌护面以及利用混凝土、沥青、抛石等等,但这些都有着致命的弱点,利用抹面、喷浆、石砌护面以及利用混凝土、沥青、抛石等方法进行防护的边,往往由于过多的人为影响破坏了原来的自然生态环境,使整条公路几乎形成一条灰色的路线,同时,这些防护措施虽然在边外面形成了一层坚固的防护层,但只要有水渗入防护层下部并形成水流时,这些防护措施也将被冲毁。

The disaster of rockfall has became one of research subject which is second only to slope stability, particularly in engineering of high and steep rock slope.

在边尤其是高陡岩质边工程中,崩塌落石灾害已经成为仅次于边稳定的研究课题之一。

Through the slope safely monitoring in Jin anqiao Hydropower Station,it is shown that the influence upon the stability of slope of B20 collapse accumulation from the excavation shear pin of the lower retaining wall and the rainfall in flood period is very sensitive,and the deformation characteristics and instability mechanism of slope of the accumulation are analyzed.

金安桥水电站边安全监测表明:左岸B20崩塌堆积体边的稳定性受下部挡墙基坑开挖切脚及汛期降雨影响十分敏感,分析了堆积体边的变形特征和失稳机理。

Combined with engineering in Pingding county,it analyzes cause of failure applying for soil nail wall support according to geological condition of side slope,introduces new treatment plan,and summarizes points on analyzing and treating stability of side slope.

以平定县某工程为例,根据边的地质条件,分析了采用土钉墙支护失败的原因,介绍了边重新治理方案,总结了分析和治理混合介质边稳定性的注意要点。

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Since this year, in a lot of villages of Beijing, TV of elevator liquid crystal was removed.

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