English translation for "下围"
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- ha wai
under bust
Related Translations:
围壁: casing wallenclosure bulkhead 脾围: leg circ.at crotch ponintleg openingthigh（under crotch） 侧围立柱: side wall frameside wall pillar
- Example Sentences:
| 1. | Upper lower enclosure frame
上下围框 | | 2. | The three divers danced round the tree and opened a bottle of champagne while underwater
三名潜水员在水下围着树翩翩起舞，还开了一瓶香槟来庆祝。 | | 3. | Visco - elastical analysis of surrounding rock deformation of qinling tunnel at great depth and high ground temperature
秦岭隧道在深埋高地热条件下围岩变形的粘弹性分析 | | 4. | While the village is usually called tsang tai uk big house of the tsang clan , its formal name is shan ha wai walled village at the mountain foot
大屋瓦顶的飞檐别具特色，雕塑有镇宅僻邪的作用。这条围村通称曾大屋，又名山下围。 | | 5. | Second , the influence of angle was analyzed in the stresses analysis in the rock mass around the excavation . the stress field around pressure tunnels using the coupled seepage - stress model to evaluate , and the stability of the slope with impermeable surface is analyzed
在渗流场和应力场耦合的基础上对倾斜地表下压力隧洞围岩应力场特性进行分析；并对稳态渗流场下围岩应力场以及上覆层稳定性进行详细分析。 | | 6. | With the increase of lateral pressure modulus , the magnitude of principal stress decreases and the direction of it is hardly changeable ; with the increase of the angle between the direction of the maximal horizontal principal stress on magnitude and the fault bearing , the magnitude of principal stress increase and its direction can hardly change ; with the increase of the elastic modulus of rocks , the magnitude of principal stress increases and the direction changes more ; with the increase of pr , the magnitude of principal stress decreases and the direction changes more ; with the increase of lateral pressure modulus , the principal stress at hance , the tress at topmost arch , bottom arch and principal stress at lateral arch decreases , with the increase of the depth of tunnel , the stress of surrounding rock also increases , and the poorer the quality of surrounding rock is , the little its principle stress is
分析得出，随着侧压力系数的增大，主应力量值减小，主应力方位难改变；随着与断层走向的夹角增大，主应力量值增大，应力方向难改变：随着岩石的弹性模量的增大，主应力量值增大，方向变化越大；随着泊松比的增大，主应力量值减小，方位变化越大。随着侧压力系数的增大，顶、底拱处的各应力值增大，拱腰处的主应力减小，剪应力增大，侧拱处的各主应力减小，同一侧压力系数的条件下围岩质量越差，各应力值也越小；随着洞室埋深的增加，围岩压力也增大，围岩质量越差，其应力值也减小。 | | 7. | Firstly , by the dynamical fem calculation about the above two construction method , the paper analyses the stress field and displacement field of the surrounding rock and the axial force and bending moment of the steel framework , specially analyses the most important member - the central wall and obtains the stress pattern during the different construction working procedure . after comparing the two methods , the paper considers the benching tunneling method is better
首先，运用有限元程序ansys对三导坑法和上下台阶法进行了动态数值模拟，分析了在不同施工工序下围岩体的应力场、位移场以及钢拱架的轴力和弯矩，尤其对双连拱隧道的核心构件?中隔墙进行了分析，得出了其在不同施工工序下的应力图。 | | 8. | Taking the - 190 level southern roadway in gequan coal mine in china as the object of study , the numerical analysis of stress distribution , plastic zone , displacement of surrounding rock and stress state of rock - bolt under the conditions of both shotcrete - bolt support and combined bolting - shotcreting - grouting support was carried out with udec software
摘要以葛泉矿190南翼运输大巷为研究对象，采用udec数值模拟软件对该巷道在全断面锚喷支护和全断面注浆与锚喷联合支护两种条件下围岩应力分布、围岩塑性区范围、围岩位移和锚杆受力情况进行了分析。 | | 9. | Indoors model test employing similarity materials and mainly considering v - class surrounding rock is carried out respectively in respect of single track and double track so that the characteristics of ground pressure , structural stress of portal and internal force distribution in various case of slope and dead - weight stress field can be investigated
通过室内相似材料模型试验研究，模型试验围岩参数以级为主，分别从单线和双线出发，详细阐述了三种新型洞门型式在正交和斜交情况下，在不同地形坡度和自重应力场作用下围岩压力和洞门结构应力及结构内力分布特征。 | | 10. | In this thesis , the rock mass is treated as a continuous porous elastic medium , on the basis of the seepage field of the rock mass , the pore - water - pressure distribution in the rock mass around the tunnels is evaluated . then , the seepage - induced stresses in the rock mass is studied . based on the analysis of stress field in the rock mass around the excavation , the stresses behavior of the pressure tunnel with the internal pressure is studied using the coupled seepage - stress model
本文将围岩看作连续的透水弹性介质，从压力隧洞围岩渗流场着手，分析压力隧洞围岩中水压力分布，进而研究围岩中渗流产生的应力场，结合对隧洞围岩二次应力场的分析，探讨考虑渗流场和应力场耦合作用下围岩三次应力场特性。 |
- Similar Words：
- "下桅驶帆杆顶索" English translation, "下桅四饼滑车组" English translation, "下桅桅楼横桁" English translation, "下桅支索" English translation, "下桅桁" English translation, "下围框" English translation, "下维尔" English translation, "下维加" English translation, "下维科武" English translation, "下维萨" English translation
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