医家则于午时采药，相传此日天医星临空。
Doctors at noon herbs, traditionally the stars overhead medicine days.
传统评估光学成像侦察卫星的威胁一般是采用卫星临空预报方式，这种方式虽然操作简单，但是必然存在一些虚警现象。
Traditional method to assess risk for optical imaging reconnaissance satellite is satellite-on-air forecast, and it is simple to operate but has false alarm.
总结了地震短临前兆时空演化特征和同步耦合现象。
The spatiotemporal evolution characteristics and synchronous-coupling phenomena of short-term and imminent precursors are summarized.
加氢裂化反应流出物空冷器（简称REAC）管束属于特种设备，承受高压临氢多相流的冲蚀，易引发恶性事故。
The hydrocracking REAC pipes are special equipments, and easy to lead to serious accidents, for they suffer from the erosion of multiphase flow under the environment of high-pressure hydrogen.
本文在总结前人成果基础上，提出存在一个软弱结构面的覆盖岩溶临空面的力学模型。
On the basis of preceding main results, a mechanic model of overburden-karstic free face with a weak structural plane is presented in this paper.
通过试验研究受压作用下临空结构面的扩展特点以及锚杆的作用。
The growing modes of surface structural planes under compressive load and the function of the bolts are studied by experimental methods.
位移特征上，表现为以内侧硐底为支点，向临空面方向偏移的扁形曲线。
The displacement characteristic show that the cave bottom as curve fulcrum and displacement takes on a flat shape curve which offsets to the empty direction.
滑坡形成与长江下切产生临空面、重力滑动密切相关。 测定滑坡区结构面（带）形成或滑动年龄是区分断层、滑动面以及研究滑坡形成历史的有效手段之一。
Therefore dating the formation of structural faces (zones) or slide time is an effective means for distinguishing faults and landslides and for studying the history of formation of landslides.
岩溶地基突出问题不是地基强度而是地基稳定性，尤其是桩端岩体临空面稳定性。
The key problem of karst foundation is not the foundation strength itself but the foundation stability, especially the stability of the free face of rock mass on the pile tip.
文章论述了无临空面水压爆破药量计算公式及设计方法，并提出了施工安全技术措施。
The charge weight formula, design method and safety precaution in the construction are herewith presented.
无临空面水压爆破技术通过生产实践应用，取得了良好的经济技术效益。
This shows the field Application of explosion-in-water blasting technology without free face to have advantages both in technology assessment and economic effect.
影响滑塌的主要因素是凸形临空面的形态及岩体裂隙面的强度。
The primary factors affecting the landslide are the form of the convex free surface and the strength of the crack surfaces in the rock mass.
而横向沟谷的深度切割为岩体开裂提供了空间和临空面。
There are enough space and free surfaces for mountain body cracking with latitudinal valleys deep incision.
利用平面射线理论和方法，推导出单面边坡地震的高程放大效应理论解，可用于描述边坡临空面对地震波的反射，反映边坡的高程放大效应。
Planar ray theory is used to deduce the analytic solution of the elevation amplification effect on a single-free-face slope in seismic engineering.
地下工程中临空面上首先冒落并引发其他岩块冒落或片帮的块体称作“危石”。
The block which will be the first of caving rocks from free surface and lead to more caving or side-fall in underground work is known as "critical rock".
鹰联航空、国航等航空总部基地正在紧张建设，这些航空企业将成为您开展临空商务的专业伙伴。
United eagle airlines, China aviation headquarters are nervous as construction, the aviation enterprise will become your business partner in the professional area.
在有临空面时，节理岩体将表现出显著的几何非线性和大变形。
When there exists a free surface, jointed rock masses will behave highly nonlinear with large deformation.
扎哈·哈迪德建筑师的新建议旨在临空soho的建设提供了强有力的视觉和纲领性的身份确立作为其本身独特的目的地。
Zaha Hadid Architects' proposal for the new Linkong SOHO building aims to provide a strong visual and programmatic identity which establishes it as a unique destination in its own right.
本文在总结前人成果基础上，提出存在一个软弱结构面的覆盖岩溶临空面的力学模型。
There are multiple sets of shear fissures and weathering fissures in the old landslide body with an effective freeing surface formed from the washed front.
临空面的几何形状在边坡破坏模式与稳定性分析中起着举足轻重的作用。
Free face geometry shape plays an important role in determining failure and evaluating slope stability. Kinematic analysis is a very effective method in solving these issues stated above.
其核心可归结为排除无限块体和不可动块体找出临空面上的关键块体，对其进行分析研究并对可能失稳的块体提出合理的加固措施。
Its key is to eliminate unlimited blocks and movable blocks, find out and study the key block at free face, and propose rational reinforcement measures for potential instable blocks.
其核心可归结为排除无限块体和不可动块体找出临空面上的关键块体，对其进行分析研究并对可能失稳的块体提出合理的加固措施。
Its key is to eliminate unlimited blocks and movable blocks, find out and study the key block at free face, and propose rational reinforcement measures for potential instable blocks.
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