Chinese translation for "自重应力"
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- geostatic stress
self weight stress
self-weight stress
Related Translations:
自重坍陷: coefficient of self-weight collapsibility, δsz 自重系数: ratio of light weight to loading capacity 拖车自重: trailer self weight 自重流动: free flowingfree-flowing 自重天平: dormant scalesdormant type scale 自爱自重: self-esteem and self-discipline 自重的: autonomousself-respecting
- Example Sentences:
| 1. | It is concluded that the average degree of radial consolidation for a given soil layer increases with its buried depth since the geostatic pressure increases with the lattar
结果表明，因自重应力随深度增加，土层径向排水平均固结度随其埋深而增大。 | | 2. | If self - weight stress is assumed to be uniform , the settlement will increase with the increase of the value of ratio cc / ck , or the level of loading , or the thickness of soil
当假定自重应力为常数时， c _ c c _ k值、荷载和土层厚度的增加都会使沉降加大。 | | 3. | The treatment for simplity that the mean value of the geostatic pressure is adopted could result in a smaller computed value of settlement but a larger one of average radial consolidation degree than the actual
如把整个厚度范围内自重应力取为平均值，将使计算的沉降量偏小，径向平均固结度偏大。 | | 4. | Basing on this , the paper researches the mechanism of floor heave , and analyzes the effects of gravity stress , tectonic stress , the strength of surrounding rock , terrestrial heat and imbibition water on floor heave
在此基础上，研究深部开采条件下巷道底鼓发生的机理，并对自重应力、构造应力、围岩强度、地温、水对底鼓的影响进行了分析。 | | 5. | The thesis analyzes the effect of the increase of mining depth on the floor heave , discusses the laws that gravity stress , tectonic stress , the strength of surrounding rock , terrestrial heat and imbibition water change with the increase of mining depth
分析了采深对巷道底鼓的影响，以及自重应力、构造应力、围岩强度、地温、水随开采深度变化的规律。 | | 6. | Depending on how the ground surface is denuded , the feature of the current crustal stress field and rock stress environment can be calculated analyzing the result in this paper : by analyzing the recovering feature of the elastic deformation of the rockmass in unload - stage under various pressures , it has been found there is close relationship between the recovering degree of the elastic deformation of the rockmass and the unloading degree of the pressure the direction of the major principal stress in the crustal stress field is not consistent with the direction of the crushing stress regional tectonics borne during the last tectonic movement . the evolving degree of the regional geomorphology evidently affects the current crustal stress field , which changes from the self - weight stress field to the horizontal stress field , with the changing of the eroding degree of the regional geomorphology ranging from valley area to hilly country to flat country . in valley area , where there is two stress belts , the bankslope s tress belt and the self - weight stress belt within the mountain . the direction of the major principal stress is nearly parallel to the ground surface and inclines towards the valley in the bankslope stress belt . it is nearly vertical in the self - weight stress belt
通过本文的研究成果，根据区域性地貌的演化特征，我们可以大致地对现今地应力场进行判断：在分级卸荷条件下，岩体中弹性变形的恢复具有明显的规律性，这种规律对于研究地应力场的演变是有帮助的；地应力场中最大主应力方向与区域构造形迹在最近的构造运动中所受区域性挤压应力的方向无明显的对应性；区域性地貌形态的演化程度对现今地应力场的特征具明显的影响，随着区域性地貌侵蚀程度由峡谷区、丘陵区、平原区的变化，现今地应力场特征由自重应力场、水平应力场为主含少量自重应力场特征向水平应力场的规律变化；在峡谷区，山体中具有两个应力带：自重应力带和卸荷应力带，最大主应力方向在卸荷应力带中近平行于坡面并倾向于河谷、在自重应力带中近于直立；根据原始地面遭剥蚀的程度，可以大致地估算最大主应力和中间主应力的量值和方向；在丘陵区和平原区，最大主应力的方向近于水平，并与附近区域性侵蚀盆地和河流的展布方向基本平行，根据原始地面遭剥蚀的程度，可以大致估算其最大主应力的量值；根据区域性地貌形态的特征来分析工程区的现今地应力场特征，并进而大致了解岩石的应力环境，这种分析方法得出的结论与许多实际的地应力测试成果基本一致，对于大型水电工程地下厂房和压力隧洞的设计是有所帮助的。 | | 7. | ( 3 ) by choosing core faultage of axial site in luohu fracture zone i . e . geological cross section in huangbeiling faultage f8 as geological model and utilizing finite element numerical method , change tendency of huangbeiling faultage f8 under self - weight stress and building loads is stimulated . and long - term development trend of fracture zone is also predicted , which has an important guiding meaning for works of geological disaster prevention in district of luohu jiancheng
( 3 )选取罗湖断裂带轴部的核心断层?黄贝岭f8断层地质剖面作为地质模型，利用有限元数值方法模拟了黄贝岭f8断层在自重应力和建筑物荷载共同作用下的变化趋势，预计出断层带的长期发展趋势，这对罗湖建成区的地质灾害防止工作有重要的指导意义。 | | 8. | In the last part of the thesis a study of engineering effect about the complicated rock mass was done base on a numerical simulation and the engineering geological condition in the dam site . numerical simulation result reflect several disciplinarian of stress - distortion action in the right bank slope . firstly , today ' s right bank stress field mainly is grave stress field
在上述研究工作的基础上，通过对右岸岩体应力?形变作用的有限元数值模拟分析，表明：右岸坝基岩体的现今应力场主要是在自重应力场的基础上，河谷下切应力、分异的应力场。 | | 9. | However , it is too expensive in investment , complex in experimental techniques , difficult and dangerous in performance . in this paper to overcome these drawbacks , the similarity relations together with a new method and its principle of experiment have been developed based on the model theory of structural similarity . according to this principle , the total stress ; an be obtained as a sum of the stresses due to weight and external loading , which based on only one model experiment without any gravitational loading
最后，针对外载与自重共同作用下，传统光弹性分析法中采用离心力场模拟重力场获得自重应力的试验投资耗费大、技术复杂且难度大和不安全等严重缺点，按照结构相似的模型理论，本文提出模型外载与自重并存变动外载的光弹性分析法，导出处理这个问题具体的相似律和试验原理及方法，进行了典型实验验证，指出仅用外载作用的模型试验，即不用离心力场模拟重力场的模拟试验，就可以获得上述两种载荷共同作用下的应力分析结果。 | | 10. | The evolving degree of the regional geomorphology evidently affects on the features of the current crustal stress field . so the crustal stress fields change from the self - weight stress field to the horizontal stress field with the changing of the eroding degree of the regional geomorphology from valley area to hilly country to flat country
然而，区域性地貌的演化特征对现今地应力场具明显的控制性，当区域性地貌特征从高山峡谷区向低山丘陵区和平原残丘区转变时，现今地应力场的特征也从自重应力场向水平应力场转变。 |
- Similar Words：
- "自重系数" Chinese translation, "自重向量" Chinese translation, "自重卸载斗式升运机" Chinese translation, "自重泄油" Chinese translation, "自重型非关节式流线型机车" Chinese translation, "自重运输" Chinese translation, "自重运输机" Chinese translation, "自重运输井筒" Chinese translation, "自重运输斜坡道" Chinese translation, "自重置循环" Chinese translation
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