1. 土木工程專業英語全文翻譯
Introction to Civil Engineering Papers
Civil Engineering for the development of a key role, first as a material foundation for the civil engineering construction materials, followed by the subsequent development of the design theory and construction technology. Every time a new quality of building materials, civil engineering will be a leap-style development.
People can only rely on the early earth, wood and other natural materials in the construction activities, and later appeared in brick and tile that artificial materials, so that the first human to break the shackles of natural building materials. China in the eleventh century BC in the early Western Zhou Dynasty created the tile. The first brick in the fifth century BC to the third century BC, when the tomb of the Warring States Period. Brick and tile better than the mechanical properties of soil, materials, and easy to manufacture.
The brick and tile so that people began to appear widely, to a large number of housing construction and urban flood control project, and so on. This civil engineering technology has been rapid development. Up to 18 to the 19th century, as long as two thousand years, brick and tile has been a major civil engineering construction materials, human civilization has made a great contribution to the even was also widely used in the present.
The application of a large number of steel procts is the second leap in civil engineering. Seventeen 1970s the use of pig iron, the early nineteenth century, the use of wrought iron bridges and the construction of housing, which is a prelude to the emergence of steel.
From the beginning of the mid-nineteenth century, metallurgical instry, smelting and rolling out high tensile and compressive strength, ctility, uniformity of the quality of construction steel and then proce high-strength steel wire, steel cables. As a result of the need to adapt to the development of the steel structure have been flourishing. In addition to the application of the original beam, arch structure, the new truss, a framework, the structure of network, cable structures to promote the graal emergence of the structure of Yan in the form of flowers.
From the brick building long-span structures, stone structures, a few meters of wood, steel structure to the development of tens of meters, a few hundred meters, until modern km above. So in the river, cross the bridge from shelves, on the ground since the construction of skyscrapers and high-rise tower, even in the laying of underground railway, to create an unprecedented miracle.
In order to meet the needs of the development of steel works, on the basis of Newton's mechanics, material mechanics, structural mechanics, structural engineering design theory came into being, and so on. Construction machinery, construction technology and construction organization design theory also development, civil engineering from the experience of rising to become science, engineering practice and theoretical basis for both is a different place, which led to more rapid development of civil engineering.
During the nineteenth century, 20, made of Portland cement, concrete has come out. Concrete can aggregate materials, easy-to-concrete structures forming, but the tensile strength of concrete is very small, limited use. By the middle of the nineteenth century, the surge in steel proction, with the emergence of this new type of reinforced concrete composite construction materials, which bear the tension steel, concrete bear the pressure and play their own advantages. Since the beginning of the 20th century, reinforced concrete is widely used in various fields of civil engineering.
From the beginning of the 1930s, there have been pre-stressed concrete. Pre-stressed concrete structure of the crack resistance, rigidity and carrying capacity, much higher than the reinforced concrete structure, which uses an even wider area. Civil Engineering into the reinforced concrete and prestressed concrete dominant historical period. Concrete buildings to bring about the emergence of new economic, aesthetic structure in the form of engineering, civil engineering so that a new construction technology and engineering design of the structure of the theory. This is another leap in the development of civil engineering.
A project to build the facilities in general to go through the investigation, design and construction in three stages, require the use of geological prospecting projects, hydro-geological survey, engineering survey, soil mechanics, mechanical engineering, engineering design, building materials, construction equipment, engineering machinery, building the economy , And other disciplines and construction technology, construction and other fields of knowledge, as well as computer and mechanical testing techniques. Civil engineering is therefore a broad range of integrated disciplines. With the progress in science and technology development and engineering practice, the civil engineering disciplines have also been developed into a broad connotation, the number of categories, the structure of complex integrated system.
Civil Engineering is accompanied by the development of human society developed. It works in the construction of facilities reflect the various historical periods of socio-economic, cultural, scientific, technological development outlook, which civil society has become one of the historical development of the witness.
In ancient times, people began to build simple houses, roads, bridges and still water channel to meet the simple life and proction. Later, in order to adapt to the war, proction and dissemination of religious life, as well as the needs of the construction of the city, canals, palaces, temples and other buildings.
Many well-known works shown in this historical period of human creativity. For example, the Great Wall of China, Dujiangyan, the Grand Canal, Zhaozhou Bridge, Yingxian Wooden Tower, the pyramids of Egypt, Greece's Parthenon, Rome's water supply project, colosseum amphitheater (Rome large animal fighting Field), as well as many other well-known churches, palaces and so on.
After the instrial revolution, especially in the 20th century, on the one hand, civil society to put forward a new demand; On the other hand, all areas of society for the advancement of civil engineering to create good conditions. Thus this period of civil engineering has been advanced by leaps and bounds. All over the world there have been large-scale modernization of instrial plants, skyscrapers, nuclear power plants, highways and railways, long-span bridges, and large-diameter pipelines long tunnel, the Grand Canal, the big dams, airports, port and marine engineering, etc. . For civil engineering continually modern human society to create a new physical environment, human society, modern civilization has become an important part.
Civil Engineering is a very practical subjects. In the early days, through the civil engineering practice, summing up successful experience, in particular, to draw lessons from the failure of developed. From the beginning of the 17th century, with Galileo and Newton as a pilot with the mechanics of the modern civil engineering practice, graally formed the mechanical, structural mechanics, fluid mechanics, rock mechanics, civil engineering as the basis of theoretical subjects. This experience in civil engineering from the graally developed into a science.
In the course of the development of civil engineering, engineering practice often first experience in theory, engineering accidents often show a new unforeseen factors, triggering a new theory of the research and development. So far a number of projects dealing with the problem, is still very much rely on practical experience.
Civil Engineering Technology with the main reason for the development of engineering practice and not by virtue of scientific experiments and theoretical studies, for two reasons: First, some of the objective situation is too complicated and difficult to faithfully carry out laboratory or field testing and analysis. For example, the foundation, tunnel and underground engineering and deformation of the state and its changes over time, still need to refer to an analysis of engineering experience to judge. Second, only a new engineering practice in order to reveal new problems. For example, the construction of a high-rise buildings, high-rise tower and mast-span bridges, wind and earthquake engineering problems highlighted in order to develop this new theory and technology.
In the long-term civil engineering practice, it is not only building great attention to the arts, has made outstanding achievements; and other works, but also through the choice of different materials, such as the use of stone, steel and reinforced concrete, with natural Environmental art in the construction of a number of very beautiful, very functional and good works. Ancient Great Wall of China, the modern world, many of the television tower and the bridge ramp Zhang, are cases in point.
A building is closely bound up with people，for it provides with the necessary space to work and live in .
As classified by their use ,buildings are mainly of two types :instrial buildings and civil buildings .instrial buildings are used by various factories or instrial proction while civil buildings are those that are used by people for dwelling ,employment ,ecation and other social activities .
Instrial buildings are factory buildings that are available for processing and manufacturing of various kinds ,in such fields as the mining instry ,the metallurgical instry ,machine building ,the chemical instry and the textile instry . factory buildings can be classified into two types single-story ones and multi-story ones .the construction of instrial buildings is the same as that of civil buildings .however ,instrial and civil buildings differ in the materials used and in the way they are used .
Civil buildings are divided into two broad categories: residential buildings and public buildings .residential buildings should suit family life .each flat should consist of at least three necessary rooms : a living room ,a kitchen and a toilet .public buildings can be used in politics ,cultural activities ,administration work and other services ,such as schools, office buildings, parks ,hospitals ,shops ,stations ,theatres ,gymnasiums ,hotels ,exhibition halls ,bath pools ,and so on .all of them have different functions ,which in turn require different design types as well.
Housing is the living quarters for human beings .the basic function of housing is to provide shelter from the elements ,but people today require much more that of their housing .a family moving into a new neighborhood will to know if the available housing meets its standards of safety ,health ,and comfort .a family will also ask how near the housing is to grain shops ,food markets ,schools ,stores ,the library ,a movie theater ,and the community center .
In the mid-1960』s a most important value in housing was sufficient space both inside and out .a majority of families preferred single-family homes on about half an acre of land ,which would provide space for spare-time activities .in highly instrialized countries ,many families preferred to live as far out as possible from the center of a metropolitan area ,even if the wage earners had to travel some distance to their work .quite a large number of families preferred country housing to suburban housing because their chief aim was to get far away from noise ,crowding ,and confusion .the accessibility of public transportation had ceased to be a decisive factor in housing because most workers drove their cars to work .people we』re chiefly interested in the arrangement and size of rooms and the number of bedrooms .
Before any of the building can begin ,plans have to be drawn to show what the building will be like ,the exact place in which it is to go and how everything is to be done.
An important point in building design is the layout of rooms ,which should provide the greatest possible convenience in relation to the purposes for which they are intended .in a dwelling house ,the layout may be considered under three categories : 「day」, 「night」 ,and 「services」 .attention must be paid to the provision of easy communication between these areas .the 「day 「rooms generally include a dining-room ,sitting-room and kitchen ,but other rooms ,such as a study ,may be added ,and there may be a hall .the living-room ,which is generally the largest ,often serves as a dining-room ,too ,or the kitchen may have a dining alcove .the 「night 「rooms consist of the bedrooms .the 「services 「comprise the kitchen ,bathrooms ,larder ,and water-closets .the kitchen and larder connect the services with the day rooms .
It is also essential to consider the question of outlook from the various rooms ,and those most in use should preferably face south as possible .it is ,however ,often very difficult to meet the optimum requirements ,both on account of the surroundings and the location of the roads .in resolving these complex problems ,it is also necessary to follow the local town-planning regulations which are concerned with public amenities ,density of population ,height of buildings ,proportion of green space to dwellings ,building lines ,the general appearance of new properties in relation to the neighbourhood ,and so on .
There is little standardization in instrial buildings although such buildings still need to comply with local town-planning regulations .the modern trend is towards light ,airy factory buildings .generally of reinforced concrete or metal construction ,a factory can be given a 「shed 」type ridge roof ,incorporating windows facing north so as to give evenly distributed natural lighting without sun-glare .
2. 土木專業相關課程的英文名翻譯
土木工程施工Civil Engineering Construction,工程建設監理 engineering construction supervision, 建築設備construction equipment, 專業英語professional English, 概預算estimate the budget,土木工程材料 civil engineering materials, 抗震牆結構的設計PKPM, 著名的三維設計軟體AutoCAD, 鋼筋混凝土結構reinforced concrete structure, 鋼結構steel structure,建築結構抗震 building structures seismic, 多高層建築結構
multiple high-rise building structures
中外建築史Chinese and foreign architectural history, construction of special structures, 建築結構選型building structure selection, 建築構造設計基礎 building construction design basis
3. 土木工程專業英語翻譯!
不排水抗剪強度概況獲得Nilcon葉片進行的試驗在油箱農場中顯示Fig.3.Nilcon葉片試驗也進行了不同地點的鄰近設施Attawapiskat 。所有Nilcon葉片數據進行編制，並以圖，其中每個符號介紹了鑽孔鑽在不同地點的Attawapiskat包括飛機燃料儲存庫，駁船碼頭， laydown領域中顯示Fig.2.As顯示在圖4的不排水抗剪強度的地殼層為30至150 ;和強度下降迅速，深入第一4米不排水抗剪強度的主要粉質粘土層（底層地殼層）隨深度約20至30日4 〜 6米深約30到50在14至16米的深度。不同的敏感性4和8之間，這表明中期的敏感性。基於塑性指數一般10至20日， Bjerrum校正因子的外地葉片測試結果被認為是大約1.0 。
圖的不排水抗剪強度概況獲得Nilcon葉片進行的試驗在油箱農場
圖4也顯示了非常低的不排水抗剪強度剖面測量的位置，鑽孔的V - 03 - 395E鑽孔通過三點一米厚填補丘在laydown區（見圖2 ） 。強度的主要粉質粘土層在這個特別的位置范圍從14日至20日，這是非常低的趨勢，在其他測試地點Attawapiskat 。這種變化是在不排水強度的關注，在設計研究，並進一步調查葉片通過額外Nilcon測試，化驗和調查的歷史，填補了現有的投手。調查的結論表明，不排水抗剪強度異常可能是造成過度強調從填補材料，這是最初儲存了約6米高。這一損失的實力證實了基礎設計關注本網站。比例不排水抗剪強度（下限范圍值） ，以現有的垂直有效應力，超過1.0的地殼層，不同大約從0.5到0.3的過渡區，布朗之間的地殼和灰色軟，以堅定的存款（在深度4至7米） ，從0.3到0.2以下。常規oedometer （一維固結）試驗進行了選定謝爾比管樣品從鑽孔的V - 03 - 392E和V - 03 - 393E.The解釋鞏固特色的摘要列於表1.Two價值的比例不排水抗剪強度的先期固結壓力， （根據試驗結果oedometer ，討論以下） ，被認為是0.26和0.29 。
4. 土木工程 專業英語詞彙和片語！越多越好！
foundation 基礎，地基
bonded brickwork 砌合磚體
caisson 沉箱，深井，沉箱式灌注樁
cavity wall 空心牆
ceiling 天花板
ceramic tile 瓷磚
ciay 黏土
column 柱子，支柱
composite wall 組合牆
curtain wall 幕牆
control joint 連接縫，控制縫
decking 甲板，樓板
flexible tendon 撓性鋼筋束
5. 翻譯（土木工程專業英語）
Altogether，three力量在結構可能行動：垂直那些那次行動上上下下; 水平那些斜向一邊那次行動; 並且行動在它與轉動的或轉動的行動的那些。行動得有一個角度的力量是水平和垂向力的組合。因為土木工程師設計的結構意欲固定式或在平衡必須保留stable，these力量。垂直的forces，例如，must互相是相等的。如果射線支持裝載above，the射線必須有抵消充足的力量那重量。水平的力量必須也互相合計，以便沒有太多推在右邊或到左邊。並且也許拉扯結構的力量必須抵抗用進站相反方向的力量。
6. 請教土木工程專業英語的翻譯
The composition of a gravel deposit礫石沉積物 reflects not only the source rocks母岩 of the area from which it was derived
but is also influenced by the agents responsible for its formation and the climatic regime in which it was or is being
deposited .
礫石沉積物的含量可以反映出母岩區岩石類型,風化和相互作用的條件,沉積環境以及其形成時的古氣候。
The latter two factors have a varying tendency to rece the proportion of unstable material.
後兩個因素往往會極大地影響其組成含量的比率。
Relief地貌 also influences the nature of a gravel deposit,for example ,gravel proction under low relief is small and the
pebbles tend to the chemically inert resies殘余物 such as vein quartz脈石英 ,quartzite石英岩, chert黑硅石 and flint燧石.By
contrast high relief and rapid erosion侵蝕 yield coarse ,immature gravels.
地貌也會影響礫石沉積物的性質。比如說，來自低地貌的礫石往往較小，而且攙雜殘余物如脈石英、石英岩、黑硅石和燧石。而來自高地貌的
礫石由於受嚴重侵蝕，往往表面粗糙，產生不成熟的礫石，與此形成鮮明的對比。
Sands consist of a loose mixture of mineral grains and rock fragments岩石碎片. Generally they tend to be dominated by a few
minerals , the chief of which is quartz .
沙中含有各種混合物如礦粒和岩石碎片。慢慢地，其中幾種礦物占據主導地位，主要是脈石英。
There is a presumed dearth缺乏 of material in those grades transitional to gravel on the one hand and silt on the other (see
Glossop and Skempton ).Stands vary appreciably有一點 in their textural maturity.
一方面，礦粒在演變成礫石過程中（......),另一方面,變成淤泥。在組成結構逐漸成熟過程中，（）有一點改變。
(最後一段不是很理解）
7. 土木工程 相關課程名稱 英文翻譯
對應依次為：
Civil Engineering eonstruction
Curricula design of Housing Architecture
Design of Concrete Housing Structure
Construction Project Management
Curricula Design of Concrete House Structure
Hydraulics
8. 土木工程專業英語翻譯
位移結果的比較。它顯示在表中。1,橋面壓
在載入端,其位移,但橋面的位移
no-loading一邊。位移隨荷載的增加。有小
計算機模擬結果和測量結果之間的誤差(參考:表1,表中
2)。以上結果為反相可以提供參考的實際力學模型橋。
的形狀分析結果與計算的結果。的形狀分析
結果類似於計算的結果(參考:圖9、圖10)。結果表明,ANSYS
有限元模型能反映橋梁的實際工作狀態的比較結果
(參考:表3)之上。可以使用計算機模型來計算的承載力
單柱橋條件下軸承的分離。
橋的承載能力
為了計算橋梁的承載能力,我們可以使用荷載的有限元模型。
不同的載入方法應用於有限元模式。的反作用力
軸承,我們可以判斷軸承是否分離。
9. 土木工程常用的英語
土木工程 專業外語詞彙大全
1. 綜合類大地工程geotechnical engineering
1. 綜合類反分析法back analysis method
1. 綜合類基礎工程foundation engineering
1. 綜合類臨界狀態土力學critical state soil mechanics
1. 綜合類數值岩土力學numerical geomechanics
1. 綜合類土soil, earth
1. 綜合類土動力學soil dynamics
1. 綜合類土力學soil mechanics
1. 綜合類岩土工程geotechnical engineering
1. 綜合類應力路徑stress path
1. 綜合類應力路徑法stress path method
2. 工程地質及勘察變質岩metamorphic rock
2. 工程地質及勘察標准凍深standard frost penetration
2. 工程地質及勘察冰川沉積glacial deposit
2. 工程地質及勘察冰積層（台）glacial deposit
2. 工程地質及勘察殘積土eluvial soil, resial soil
2. 工程地質及勘察層理beding
2. 工程地質及勘察長石feldspar
2. 工程地質及勘察沉積岩sedimentary rock
2. 工程地質及勘察承壓水confined water
2. 工程地質及勘察次生礦物secondary mineral
2. 工程地質及勘察地質年代geological age
2. 工程地質及勘察地質圖geological map
2. 工程地質及勘察地下水groundwater
2. 工程地質及勘察斷層fault
2. 工程地質及勘察斷裂構造fracture structure
2. 工程地質及勘察工程地質勘察engineering geological exploration
2. 工程地質及勘察海積層（台）marine deposit
2. 工程地質及勘察海相沉積marine deposit
2. 工程地質及勘察花崗岩granite
2. 工程地質及勘察滑坡landslide
2. 工程地質及勘察化石fossil
2. 工程地質及勘察化學沉積岩chemical sedimentary rock
2. 工程地質及勘察階地terrace
2. 工程地質及勘察節理joint
2. 工程地質及勘察解理cleavage
2. 工程地質及勘察喀斯特karst
2. 工程地質及勘察礦物硬度hardness of minerals
2. 工程地質及勘察礫岩conglomerate
2. 工程地質及勘察流滑flow slide
2. 工程地質及勘察陸相沉積continental sedimentation
2. 工程地質及勘察泥石流mud flow, debris flow
2. 工程地質及勘察年粘土礦物clay minerals
2. 工程地質及勘察凝灰岩tuff
2. 工程地質及勘察牛軛湖ox-bow lake
2. 工程地質及勘察淺成岩hypabyssal rock
2. 工程地質及勘察潛水ground water
2. 工程地質及勘察侵入岩intrusive rock
2. 工程地質及勘察取土器geotome
2. 工程地質及勘察砂岩sandstone
2. 工程地質及勘察砂嘴spit, sand spit
2. 工程地質及勘察山岩壓力rock pressure
2. 工程地質及勘察深成岩plutionic rock
2. 工程地質及勘察石灰岩limestone
2. 工程地質及勘察石英quartz
2. 工程地質及勘察鬆散堆積物rickle
2. 工程地質及勘察圍限地下水（台）confined ground water
2. 工程地質及勘察瀉湖lagoon
2. 工程地質及勘察岩爆rock burst
2. 工程地質及勘察岩層產狀attitude of rock
2. 工程地質及勘察岩漿岩magmatic rock, igneous rock
2. 工程地質及勘察岩脈dike, dgke
2. 工程地質及勘察岩石風化程度degree of rock weathering
2. 工程地質及勘察岩石構造structure of rock
2. 工程地質及勘察岩石結構texture of rock
2. 工程地質及勘察岩體rock mass
2. 工程地質及勘察頁岩shale
2. 工程地質及勘察原生礦物primary mineral
2. 工程地質及勘察雲母mica
2. 工程地質及勘察造岩礦物rock-forming mineral
2. 工程地質及勘察褶皺fold, folding
2. 工程地質及勘察鑽孔柱狀圖bore hole columnar section
3. 土的分類飽和土saturated soil
3. 土的分類超固結土overconsolidated soil
3. 土的分類沖填土dredger fill
3. 土的分類充重塑土
3. 土的分類凍土frozen soil, tjaele
3. 土的分類非飽和土unsaturated soil
3. 土的分類分散性土dispersive soil
3. 土的分類粉土silt, mo
3. 土的分類粉質粘土silty clay
3. 土的分類高嶺石kaolinite
3. 土的分類過壓密土（台）overconsolidated soil
3. 土的分類紅粘土red clay, adamic earth
3. 土的分類黃土loess, huangtu(China)
3. 土的分類蒙脫石montmorillonite
3. 土的分類泥炭peat, bog muck
3. 土的分類年粘土clay
3. 土的分類年粘性土cohesive soil, clayey soil
3. 土的分類膨脹土expansive soil, swelling soil
3. 土的分類欠固結粘土underconsolidated soil
3. 土的分類區域性土zonal soil
3. 土的分類人工填土fill, artificial soil
3. 土的分類軟粘土soft clay, mildclay, mickle
3. 土的分類砂土sand
3. 土的分類濕陷性黃土collapsible loess, slumping loess
3. 土的分類素填土plain fill
3. 土的分類塑性圖plasticity chart
3. 土的分類碎石土stone, break stone, broken stone, channery, chat, crushed sto
ne, deritus
3. 土的分類未壓密土（台）underconsolidated clay
3. 土的分類無粘性土cohesionless soil, frictional soil, non-cohesive soil
3. 土的分類岩石rock
3. 土的分類伊利土illite
3. 土的分類有機質土organic soil
3. 土的分類淤泥muck, gyttja, mire, slush
3. 土的分類淤泥質土mucky soil
3. 土的分類原狀土undisturbed soil
3. 土的分類雜填土miscellaneous fill
3. 土的分類正常固結土normally consolidated soil
3. 土的分類正常壓密土（台）normally consolidated soil
3. 土的分類自重濕陷性黃土self weight collapse loess
4. 土的物理性質阿太堡界限Atterberg limits
4. 土的物理性質飽和度degree of saturation
4. 土的物理性質飽和密度saturated density
4. 土的物理性質飽和重度saturated unit weight
4. 土的物理性質比重specific gravity
4. 土的物理性質稠度consistency
4. 土的物理性質不均勻系數coefficient of uniformity, uniformity coefficient
4. 土的物理性質觸變thixotropy
4. 土的物理性質單粒結構single-grained structure
4. 土的物理性質蜂窩結構honeycomb structure
4. 土的物理性質乾重度dry unit weight
4. 土的物理性質干密度dry density
4. 土的物理性質塑性指數plasticity index
4. 土的物理性質含水量water content, moisture content
4. 土的物理性質活性指數
4. 土的物理性質級配gradation, grading
4. 土的物理性質結合水bound water, combined water, held water
4. 土的物理性質界限含水量Atterberg limits
4. 土的物理性質顆粒級配particle size distribution of soils, mechanical composi
tion of soil
4. 土的物理性質可塑性plasticity
4. 土的物理性質孔隙比void ratio
4. 土的物理性質孔隙率porosity
4. 土的物理性質粒度granularity, grainness, grainage
4. 土的物理性質粒組fraction, size fraction
4. 土的物理性質毛細管水capillary water
4. 土的物理性質密度density
4. 土的物理性質密實度compactionness
4. 土的物理性質年粘性土的靈敏度sensitivity of cohesive soil
4. 土的物理性質平均粒徑mean diameter, average grain diameter
4. 土的物理性質曲率系數coefficient of curvature
4. 土的物理性質三相圖block diagram, skeletal diagram, three phase diagram
4. 土的物理性質三相土tri-phase soil
4. 土的物理性質濕陷起始應力initial collapse pressure
4. 土的物理性質濕陷系數coefficient of collapsibility
4. 土的物理性質縮限shrinkage limit
4. 土的物理性質土的構造soil texture
4. 土的物理性質土的結構soil structure
4. 土的物理性質土粒相對密度specific density of solid particles
4. 土的物理性質土中氣air in soil
4. 土的物理性質土中水water in soil
4. 土的物理性質團粒aggregate, cumularpharolith
4. 土的物理性質限定粒徑constrained diameter
4. 土的物理性質相對密度relative density, density index
4. 土的物理性質相對壓密度relative compaction, compacting factor, percent compa
ction, coefficient of compaction
4. 土的物理性質絮狀結構flocculent structure
4. 土的物理性質壓密系數coefficient of consolidation
4. 土的物理性質壓縮性compressibility
4. 土的物理性質液限liquid limit
4. 土的物理性質液性指數liquidity index
4. 土的物理性質游離水（台）free water
4. 土的物理性質有效粒徑effective diameter, effective grain size, effective siz
e
4. 土的物理性質有效密度effective density
4. 土的物理性質有效重度effective unit weight
4. 土的物理性質重力密度unit weight
4. 土的物理性質自由水free water, gravitational water, groundwater, phreatic wa
ter
4. 土的物理性質組構fabric
4. 土的物理性質最大幹密度maximum dry density
4. 土的物理性質最優含水量optimum water content
5. 滲透性和滲流達西定律Darcy s law
5. 滲透性和滲流管涌piping
5. 滲透性和滲流浸潤線phreatic line
5. 滲透性和滲流臨界水力梯度critical hydraulic gradient
5. 滲透性和滲流流函數flow function
5. 滲透性和滲流流土flowing soil
5. 滲透性和滲流流網 flow net
5. 滲透性和滲流砂沸sand boiling
5. 滲透性和滲流滲流seepage
5. 滲透性和滲流滲流量seepage discharge
5. 滲透性和滲流滲流速度seepage velocity
5. 滲透性和滲流滲透力seepage force
5. 滲透性和滲流滲透破壞seepage failure
5. 滲透性和滲流滲透系數coefficient of permeability
5. 滲透性和滲流滲透性permeability
5. 滲透性和滲流勢函數potential function
5. 滲透性和滲流水力梯度hydraulic gradient
6. 地基應力和變形變形deformation
6. 地基應力和變形變形模量molus of deformation
6. 地基應力和變形泊松比Poisson s ratio
6. 地基應力和變形布西涅斯克解Boussinnesq s solution
6. 地基應力和變形殘余變形resial deformation
6. 地基應力和變形殘余孔隙水壓力resial pore water pressure
6. 地基應力和變形超靜孔隙水壓力excess pore water pressure
6. 地基應力和變形沉降settlement
6. 地基應力和變形沉降比settlement ratio
6. 地基應力和變形次固結沉降secondary consolidation settlement
6. 地基應力和變形次固結系數coefficient of secondary consolidation
6. 地基應力和變形地基沉降的彈性力學公式elastic formula for settlement calculat
ion
6. 地基應力和變形分層總和法layerwise summation method
6. 地基應力和變形負孔隙水壓力negative pore water pressure
6. 地基應力和變形附加應力superimposed stress
6. 地基應力和變形割線模量secant molus
6. 地基應力和變形固結沉降consolidation settlement
6. 地基應力和變形規范沉降計演算法settlement calculation by specification
6. 地基應力和變形回彈變形rebound deformation
6. 地基應力和變形回彈模量molus of resilience
6. 地基應力和變形回彈系數coefficient of resilience
6. 地基應力和變形回彈指數swelling index
6. 地基應力和變形建築物的地基變形允許值allowable settlement of building
6. 地基應力和變形剪脹dilatation
6. 地基應力和變形角點法corner-points method
6. 地基應力和變形孔隙氣壓力pore air pressure
6. 地基應力和變形孔隙水壓力pore water pressure
6. 地基應力和變形孔隙壓力系數Apore pressure parameter A
6. 地基應力和變形孔隙壓力系數Bpore pressure parameter B
6. 地基應力和變形明德林解Mindlin s solution
6. 地基應力和變形紐馬克感應圖Newmark chart
6. 地基應力和變形切線模量tangent molus
6. 地基應力和變形蠕變creep
6. 地基應力和變形三向變形條件下的固結沉降three-dimensional consolidation settl
ement
6. 地基應力和變形瞬時沉降immediate settlement
6. 地基應力和變形塑性變形plastic deformation
6. 地基應力和變形談彈性變形elastic deformation
6. 地基應力和變形談彈性模量elastic molus
6. 地基應力和變形談彈性平衡狀態state of elastic equilibrium
6. 地基應力和變形體積變形模量volumetric deformation molus
6. 地基應力和變形先期固結壓力preconsolidation pressure
6. 地基應力和變形壓縮層
6. 地基應力和變形壓縮模量molus of compressibility
6. 地基應力和變形壓縮系數coefficient of compressibility
6. 地基應力和變形壓縮性compressibility
6. 地基應力和變形壓縮指數compression index
6. 地基應力和變形有效應力effective stress
6. 地基應力和變形自重應力self-weight stress
6. 地基應力和變形總應力total stress approach of shear strength
6. 地基應力和變形最終沉降final settlement
7. 固結巴隆固結理論Barron s consolidation theory
7. 固結比奧固結理論Biot s consolidation theory
7. 固結超固結比over-consolidation ratio
7. 固結超靜孔隙水壓力excess pore water pressure
7. 固結次固結secondary consolidation
7. 固結次壓縮（台）secondary consolidatin
7. 固結單向度壓密（台）one-dimensional consolidation
7. 固結多維固結multi-dimensional consolidation
7. 固結固結consolidation
7. 固結固結度degree of consolidation
7. 固結固結理論theory of consolidation
7. 固結固結曲線consolidation curve
7. 固結固結速率rate of consolidation
7. 固結固結系數coefficient of consolidation
7. 固結固結壓力consolidation pressure
7. 固結回彈曲線rebound curve
7. 固結井徑比drain spacing ratio
7. 固結井阻well resistance
7. 固結曼代爾－克雷爾效應Mandel-Cryer effect
7. 固結潛變（台）creep
7. 固結砂井sand drain
7. 固結砂井地基平均固結度average degree of consolidation of sand-drained groun
d
7. 固結時間對數擬合法logrithm of time fitting method
7. 固結時間因子time factor
7. 固結太沙基固結理論Terzaghi s consolidation theory
7. 固結太沙基－倫杜列克擴散方程Terzaghi-Renlic diffusion equation
7. 固結先期固結壓力preconsolidation pressure
7. 固結壓密（台）consolidation
7. 固結壓密度（台）degree of consolidation
7. 固結壓縮曲線cpmpression curve
7. 固結一維固結one dimensional consolidation
7. 固結有效應力原理principle of effective stress
7. 固結預壓密壓力（台）preconsolidation pressure
7. 固結原始壓縮曲線virgin compression curve
7. 固結再壓縮曲線recompression curve
7. 固結主固結primary consolidation
7. 固結主壓密（台）primary consolidation
7. 固結准固結壓力pseudo-consolidation pressure
7. 固結K0固結consolidation under K0 condition
8. 抗剪強度安息角（台）angle of repose
8. 抗剪強度不排水抗剪強度undrained shear strength
8. 抗剪強度殘余內摩擦角resial angle of internal friction
8. 抗剪強度殘余強度resial strength
8. 抗剪強度長期強度long-term strength
8. 抗剪強度單軸抗拉強度uniaxial tension test
8. 抗剪強度動強度dynamic strength of soils
8. 抗剪強度峰值強度peak strength
8. 抗剪強度伏斯列夫參數Hvorslev parameter
8. 抗剪強度剪切應變速率shear strain rate
8. 抗剪強度抗剪強度shear strength
8. 抗剪強度抗剪強度參數shear strength parameter
8. 抗剪強度抗剪強度有效應力法effective stress approach of shear strength
8. 抗剪強度抗剪強度總應力法total stress approach of shear strength
8. 抗剪強度庫侖方程Coulomb s equation
8. 抗剪強度摩爾包線Mohr s envelope
8. 抗剪強度摩爾－庫侖理論Mohr-Coulomb theory
8. 抗剪強度內摩擦角angle of internal friction
8. 抗剪強度年粘聚力cohesion
8. 抗剪強度破裂角angle of rupture
8. 抗剪強度破壞准則failure criterion
8. 抗剪強度十字板抗剪強度vane strength
8. 抗剪強度無側限抗壓強度unconfined compression strength
8. 抗剪強度有效內摩擦角effective angle of internal friction
8. 抗剪強度有效粘聚力effective cohesion intercept
8. 抗剪強度有效應力破壞包線effective stress failure envelope
8. 抗剪強度有效應力強度參數effective stress strength parameter
8. 抗剪強度有效應力原理principle of effective stress
8. 抗剪強度真內摩擦角true angle internal friction
8. 抗剪強度真粘聚力true cohesion
8. 抗剪強度總應力破壞包線total stress failure envelope
8. 抗剪強度總應力強度參數total stress strength parameter
9. 本構模型本構模型constitutive model
9. 本構模型邊界面模型boundary surface model
9. 本構模型層向各向同性體模型cross anisotropic model
9. 本構模型超彈性模型hyperelastic model
9. 本構模型德魯克－普拉格准則Drucker-Prager criterion
9. 本構模型鄧肯－張模型Duncan-Chang model
9. 本構模型動剪切強度
9. 本構模型非線性彈性模量nonlinear elastic model
9. 本構模型蓋帽模型cap model
9. 本構模型剛塑性模型rigid plastic model
9. 本構模型割線模量secant molus
9. 本構模型廣義馮·米賽斯屈服准則extended von Mises yield criterion
9. 本構模型廣義特雷斯卡屈服准則extended tresca yield criterion
9. 本構模型加工軟化work softening
9. 本構模型加工硬化work hardening
9. 本構模型加工硬化定律strain harding law
9. 本構模型劍橋模型Cambridge model
9. 本構模型柯西彈性模型Cauchy elastic model
9. 本構模型拉特－鄧肯模型Lade-Duncan model
9. 本構模型拉特屈服准則Lade yield criterion
9. 本構模型理想彈塑性模型ideal elastoplastic model
9. 本構模型臨界狀態彈塑性模型critical state elastoplastic model
9. 本構模型流變學模型rheological model
9. 本構模型流動規則flow rule
9. 本構模型摩爾－庫侖屈服准則Mohr-Coulomb yield criterion
9. 本構模型內蘊時間塑性模型endochronic plastic model
9. 本構模型內蘊時間塑性理論endochronic theory
9. 本構模型年粘彈性模型viscoelastic model
9. 本構模型切線模量tangent molus
9. 本構模型清華彈塑性模型Tsinghua elastoplastic model
9. 本構模型屈服面yield surface
9. 本構模型沈珠江三重屈服面模型Shen Zhujiang three yield surface method
9. 本構模型雙參數地基模型
9. 本構模型雙剪應力屈服模型twin shear stress yield criterion
9. 本構模型雙曲線模型hyperbolic model
9. 本構模型松崗元－中井屈服准則Matsuoka-Nakai yield criterion
9. 本構模型塑性形變理論
9. 本構模型談彈塑性模量矩陣elastoplastic molus matrix
9. 本構模型談彈塑性模型elastoplastic molus
9. 本構模型談彈塑性增量理論incremental elastoplastic theory
9. 本構模型談彈性半空間地基模型elastic half-space foundation model
9. 本構模型談彈性變形elastic deformation
9. 本構模型談彈性模量elastic molus
9. 本構模型談彈性模型elastic model
9. 本構模型魏汝龍－Khosla－Wu模型Wei Rulong-Khosla-Wu model
9. 本構模型文克爾地基模型Winkler foundation model
9. 本構模型修正劍橋模型modified cambridge model
9. 本構模型准彈性模型hypoelastic model
10. 地基承載力沖剪破壞punching shear failure
10. 地基承載力次層（台）substratum
10. 地基承載力地基subgrade, ground, foundation soil
10. 地基承載力地基承載力bearing capacity of foundation soil
10. 地基承載力地基極限承載力ultimate bearing capacity of foundation soil
10. 地基承載力地基允許承載力allowable bearing capacity of foundation soil
10. 地基承載力地基穩定性stability of foundation soil
10. 地基承載力漢森地基承載力公式Hansen s ultimate bearing capacity formula
10. 地基承載力極限平衡狀態state of limit equilibrium
10. 地基承載力加州承載比（美國）California Bearing Ratio
10. 地基承載力局部剪切破壞local shear failure
10. 地基承載力臨塑荷載critical edge pressure
10. 地基承載力梅耶霍夫極限承載力公式Meyerhof s ultimate bearing capacity formu
la
10. 地基承載力普朗特承載力理論Prandel bearing capacity theory
10. 地基承載力斯肯普頓極限承載力公式Skempton s ultimate bearing capacity formu
la
10. 地基承載力太沙基承載力理論Terzaghi bearing capacity theory
10. 地基承載力魏錫克極限承載力公式Vesic s ultimate bearing capacity formula
10. 地基承載力整體剪切破壞general shear failure
11. 土壓力被動土壓力passive earth pressure
11. 土壓力被動土壓力系數coefficient of passive earth pressure
11. 土壓力極限平衡狀態state of limit equilibrium
11. 土壓力靜止土壓力earth pressue at rest
11. 土壓力靜止土壓力系數coefficient of earth pressur at rest
11. 土壓力庫侖土壓力理論Coulomb s earth pressure theory
11. 土壓力庫爾曼圖解法Culmannn construction
11. 土壓力朗肯土壓力理論Rankine s earth pressure theory
11. 土壓力朗肯狀態Rankine state
11. 土壓力談彈性平衡狀態state of elastic equilibrium
11. 土壓力土壓力earth pressure
11. 土壓力主動土壓力active earth pressure
11. 土壓力主動土壓力系數coefficient of active earth pressure
12. 土坡穩定分析安息角（台）angle of repose
12. 土坡穩定分析畢肖普法Bishop method
12. 土坡穩定分析邊坡穩定安全系數safety factor of slope
12. 土坡穩定分析不平衡推理傳遞法unbalanced thrust transmission method
12. 土坡穩定分析費倫紐斯條分法Fellenius method of slices
12. 土坡穩定分析庫爾曼法Culmann method
12. 土坡穩定分析摩擦圓法friction circle method
12. 土坡穩定分析摩根斯坦－普拉斯法Morgenstern-Price method
12. 土坡穩定分析鉛直邊坡的臨界高度critical height of vertical slope
12. 土坡穩定分析瑞典圓弧滑動法Swedish circle method
12. 土坡穩定分析斯賓賽法Spencer method
12. 土坡穩定分析泰勒法Taylor method
12. 土坡穩定分析條分法slice method
12. 土坡穩定分析土坡slope
12. 土坡穩定分析土坡穩定分析slope stability analysis
12. 土坡穩定分析土坡穩定極限分析法limit analysis method of slope stability
12. 土坡穩定分析土坡穩定極限平衡法limit equilibrium method of slope stability
12. 土坡穩定分析休止角angle of repose
12. 土坡穩定分析揚布普遍條分法Janbu general slice method
12. 土坡穩定分析圓弧分析法circular arc analysis
13. 土的動力性質比阻尼容量specific gravity capacity
13. 土的動力性質波的彌散特性dispersion of waves
13. 土的動力性質波速法wave velocity method
13. 土的動力性質材料阻尼material damping
13. 土的動力性質初始液化initial liquefaction
13. 土的動力性質地基固有周期natural period of soil site
13. 土的動力性質動剪切模量dynamic shear molus of soils
13. 土的動力性質動力布西涅斯克解dynamic solution of Boussinesq
13. 土的動力性質動力放大因素dynamic magnification factor
13. 土的動力性質動力性質dynamic properties of soils
13. 土的動力性質動強度dynamic strength of soils
13. 土的動力性質骨架波akeleton waves in soils
13. 土的動力性質幾何阻尼geometric damping
13. 土的動力性質抗液化強度liquefaction stress
13. 土的動力性質孔隙流體波fluid wave in soil
13. 土的動力性質損耗角loss angle
13. 土的動力性質往返活動性reciprocating activity
13. 土的動力性質無量綱頻率dimensionless frequency
13. 土的動力性質液化liquefaction
13. 土的動力性質液化勢評價evaluation of liquefaction potential
13. 土的動力性質液化應力比stress ratio of liquefaction
13. 土的動力性質應力波stress waves in soils
13. 土的動力性質振陷dynamic settlement
13. 土的動力性質阻尼damping of soil
13. 土的動力性質阻尼比damping ratio
14. 擋土牆擋土牆retaining wall
14. 擋土牆擋土牆排水設施
14. 擋土牆擋土牆穩定性stability of retaining wall
14. 擋土牆垛式擋土牆
14. 擋土牆扶垛式擋土牆counterfort retaining wall
14. 擋土牆後垛牆（台）counterfort retaining wall
14. 擋土牆基礎牆foundation wall
14. 擋土牆加筋土擋牆r