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特殊工程地质
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  special engineering geological
     Special engineering geological conditions in Yangquan area and countermeasures
     阳泉地区特殊工程地质条件及其对策
短句来源
     This paper, based on the field investigation and the tests of rail-bed soil samples,analyses have been made about the special engineering geological environment of the railbeds and two kinds of environmental engineering geological effects which are refered to additional deformation effect and quick weathering effect. Research results prove that the rail-bed disasters is a kind of environmental geological problem.
     本文在成渝线基床病害调查和试验的基础上,分析了基床赋存的特殊工程地质环境,提出了两种环境工程地质效应:附加变形效应和加速风化效应,从而证明铁路基床病害是一种环境工程地质问题。
短句来源
     This article takes the peat soils in the east of Jilin Province as examples and analyses and summarizes their special engineering geological characters on basic of test. The study indicates that the peat soils in the east of Jilin Province have high natural void ratio, high natural water centent, high compressibility and low shear strength so on. Based on what above, foundation treatment measures are suggested.
     以吉林东部草炭土为研究对象 ,分析了草炭土的特殊工程地质性质 ,研究表明草炭土具有高天然孔隙比、高含水率、高压缩性和低抗剪强度等性质 ,提出了草炭土地基处理措施
短句来源
  “特殊工程地质”译为未确定词的双语例句
     APPLICATION EFFECT OF REFLECTION WAVE METHOD OF SHALLOW SEISMOMETRY TO SOME SPECIAL ENGINEERING GEOLOGY
     浅层地震反射波法在某些特殊工程地质中的应用效果
短句来源
     For example, the loess hidden cavity of the special geological engineering problems jeopardizes and destroys the highway and its accessories in the district of loess plateau.
     比如在黄土高原地区,黄土暗穴危及公路正常营运的特殊工程地质问题,黄土暗穴对公路及其附属设施的破坏日趋严重。
短句来源
     Based on the hanging slope's special geology condition of Jishan east open-pit in Xinqiao Pyrite Mine, application of pretension cable anchor,combined using shotcrete and bolting wire mesh to support slope of Quaternary Period is introduced,which provides successfull experiences for reinforcement slope in large area.
     针对新桥硫铁矿矶山东部露天采场上盘边坡特殊工程地质条件,系统阐述了预应力锚索、锚喷网联合等项综合技术措施在第四系边坡支护中的应用,为土质边坡大面积加固积累了成功经验。
短句来源
     This article analyzed the reason of foundation settlement according to the soil structure strength, and inquired into the main points of foundation design on different engineering geological condition and the methods of particle ground treatment. Some common questions in base construction have been pointed out in the paper.
     本文从土的结构强度方面分析了地基沉陷的原因 ,探讨了特殊工程地质条件下的地基设计要点 ,归纳了局部地基处理的方法 ,提出了基础施工中的几个常见的问题
短句来源
     Based on simple analysis of the engineering geological conditions in Yangquan region the reinforcement mechanics of high-pressure grouting technology is discussed, meanwhile its applications in various engineering are elaborated in details. Engineering practice reveals that this technology is with simple process, reliable quality, extensive application and wide development space.
     分析了阳泉地区一般和特殊工程地质条件 ,论述了高压灌浆技术的加固机理、高压灌浆技术在不同工程中的应用及其主要工艺环节 ,实践证明 ,该技术具工艺简单、质量可靠、应用广泛等优点。
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     It is a special engineering geological phenomenon in the frozen earth region.
     它是冻土地区特殊工程地质现象。
短句来源
     Engineering Geologic Research of Special Rock and Soil along Nanning-Kunming Railway
     南昆铁路特殊岩土工程地质研究
短句来源
     Special engineering geological conditions in Yangquan area and countermeasures
     阳泉地区特殊工程地质条件及其对策
短句来源
     ENGINEERING GEOLOGY IN THE CONSTRUCTING OF NUCLEAR POWER PLANT
     核电工程地质(四)
短句来源
     MEMORABILIAS OF RAILWAY ENGINEERING GEOLOGY
     铁路工程地质大事记
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Saliva-ice (ice cone) on highway is one of the main diseases on highway in the high-cold districts. It is a special engineering geological phenomenon in the frozen earth region. This paper takes two field-tests of saliva-ice on the 31st branch highway, managed by Hu Zhong forestry office under the Great Xin-an Mountain Forestry Bureau. It has been shown that the saliva-ice on highway is very harmful to transportation. There fore, saliva-ice control is of great significance. The causes and conditions of formation...

Saliva-ice (ice cone) on highway is one of the main diseases on highway in the high-cold districts. It is a special engineering geological phenomenon in the frozen earth region. This paper takes two field-tests of saliva-ice on the 31st branch highway, managed by Hu Zhong forestry office under the Great Xin-an Mountain Forestry Bureau. It has been shown that the saliva-ice on highway is very harmful to transportation. There fore, saliva-ice control is of great significance. The causes and conditions of formation have been discussed, too. Engineering activities of mankind play an important role on the formation of saliva-ice and an effective control plan is put forward clearly and defini tely in this contribution.

公路涎流冰(冰椎)是高寒地区公路主要病害之一。它是冻土地区特殊的工程地质现象。本文以大兴安岭林业管理局呼中林业局31支线两处公路涎流冰的试验研究为例,阐述了高寒地区公路涎流冰对交通运输的危害及治理意义,并着重讨论了涎流冰的成因和形成条件。文中明确提出人类工程活动对涎流冰形成的重要作用,还提出了治理方案。

Heavy saline soil is widely distributed in the Northwest, Inner Mongolia, North-east and Shandong provience in China. Salt will be crystallized from soil solution and migrated from warm side to cold side or from wet side to dry side during cooling or vaporizing processes respectively. Consquently, salt heave will be. occured while cooling, resulting in the damage of! road, runway, buildings and hydraulic structures. In common case, crystal susceptibility of saline loam in much stronger than that of saline clay....

Heavy saline soil is widely distributed in the Northwest, Inner Mongolia, North-east and Shandong provience in China. Salt will be crystallized from soil solution and migrated from warm side to cold side or from wet side to dry side during cooling or vaporizing processes respectively. Consquently, salt heave will be. occured while cooling, resulting in the damage of! road, runway, buildings and hydraulic structures. In common case, crystal susceptibility of saline loam in much stronger than that of saline clay. The more the content of Na2SO4 in soil solution, the stronger the crystal susceptibility of saline soil is. Salt heave can not be completely recovered after cooling-warming cycles, especialy in saline loam. There are two temperature ranges iri which the peak salt heave occured. The two ranges are usually from 3 to 6℃ with a probability P of 100% and 0 to -5℃and from 4 to 7℃ with P of 100% and -1 to -6℃ with P of 50% or -8 to -11℃ with P of 50% for saline loam. This conclusion is useful for preventing structures from salt heave damage.

盐渍土广泛分布于西北、内蒙、东北及山东等地区,由于温差变化与蒸发作用,土壤水溶液中的盐分将部分离析出并结晶,同时部分盐分将从暖区向冷区、自湿区向干区迁移、聚集且结晶,导致土体积膨胀,即盐胀(亦称松胀)。土的盐胀作用给土木、水利、道路、机场等工程带来特殊的工程地质问题。本文通过试验研究,讨论了降温时土中盐分的重分布及盐胀现象,盐胀的不可逆性及激烈盐胀温度区,期望对工程防治盐胀病害有所见益。

This paper is a continuation of "Crosshole Seismic Testing Method in Situ". Principally it expounds the basic principle, field procedure and data analysis techni- ques of downhole seismic testing and steady state vibration testing. Especially, it points out limitations of these methods such as measurement depth, their effects on boundary layer and surface wave in terference and also on velocity measurement. Hence when these methods are used in engineering, much caution must be taken.

本文是“原位跨孔波速试验”一文的姊妹篇。文章主要阐明速度检层试验和稳态振动试验的基本原理、现场试验和资料解释方法,特别提出了采用这两种原位波速试验方法时的局限性,当应用这两种方法解决一些重要的岩土工程问题及一些特殊的工程地质问题时应持慎重态度。

 
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