探土工程 的英文怎麼說

中文拼音 [tàngōngchéng]
探土工程 英文
soil investigation works
  • : Ⅰ動詞1 (試圖發現) try to find out; explore; sound 2 (看望) call on; visit; see 3 (向前伸出)...
  • : Ⅰ名詞1 (工人和工人階級) worker; workman; the working class 2 (工作; 生產勞動) work; labour 3 ...
  • : 名詞1 (規章; 法式) rule; regulation 2 (進度; 程序) order; procedure 3 (路途; 一段路) journe...
  1. In view of bearing capacity of the elastoplastic theory analysis, the author made a comparison between the achieved bearing capacity limit load pi / 4 of round base ( space problem ) and the limit load pi / 4 of bar groundwork foundation design ( plane problem ) from soil mechanics at home and abroad as well as foundation criterion, and explained why the value of formula in present design criterion from soil mechanics is inclined to be conservative. in the light of the author ' s many years experience of vibration test on the spot and the research work of relevant projects, the author worked over the dynamic pile testing of the bearing capacity of foundation and batholith, and gathered the parameter of dynamic analysis and testing. the author also talked over the difficult point of pile foundation design criteria in present batholith engineering world, i. e. the confirmation of batholith bearing capacity of pile end, from the following aspects : a ) confirmation of single axis counter - pressure strength of rock in house ; b ) f. e. m calculation of elastoplastic model ; c ) calculation of soil mechanics ; d ) deep well load test

    然後,對巖領域至今尚未解決,甚至不為人注意的考慮地基變形的地基承載力問題進行了實用化的討,提出了考慮地基變形的地基承載力上計算方法;對基於彈塑性理論分析的地基承載力國內尚未見報道的空間問題得到了圓形基礎(空間問題)的承載力界限荷載p _ ( 1 / 4 ) ,並與國內外力學專著及地基基礎設計規范中的條形基礎(平面問題)的界限荷載p _ ( 1 / 4 ) ,進行了對比,從而定量上解釋了目前設計規范引用力學承載力公式值偏於保守的這一情況;根據本文作者多年從事現場地基振動試驗及相關課題的研究作,本文以截頭錐模型模擬地基,對地基(巖基)承載力的動測法進行了研究,為各類地基(包括巖基) ,匯總了動力分析和檢測川的參數:針對日前巖界應用樁基設計規范中的難點? ?樁端巖基承載力的確定問題,從巖石室內單軸抗壓強度確定、基於彈塑性模型的有限單元法計算、力學計算及深斤載荷試驗四方面進行了深入討論;本文作者根據多年現場載荷試驗的實踐,對深井荷試驗裝置的核心部分? ?反力裝置,設計了側壁支撐反力加載系統,該加載系統具有實用、簡便、穩定及安個等優點。
  2. After over 10 months site investigation work, a ground breaking ceremony was held yesterday ( 8 march 2000 ) to mark the commencement of construction

    地,經過十個多月的后,昨日(八日)正式舉行動儀式,整個新城興建隨之展開。
  3. This paper discusses the method of measuring engineering parameters of deep ground earth in coastal area and analyzes the distortion of the parameters according to an engineering example

    摘要通過實例討確定濱海地區深層地基性質指標的方法,分析測試指標的失真問題。
  4. The works mainly comprise the ground investigation field works at some 23 man - made slopes and retaining walls maintained by the highways department in the new territories and outlying islands, and associated laboratory testing

    主要包括為約23幅位於新界及離島而由路政署負責維修及保養的人造斜坡及擋墻進行探土工程壤測試。
  5. Rayleigh wave exploration is a new seismic exploration method for low layer in these years rised. the method applies to many aspects widely, such as engineering prospecting, rock - soil engineering, evaluating groundsill

    瑞雷面波勘是近年來興起的一種新的淺層地震勘方法,廣泛應用於、巖以及地基評估等方面。
  6. A senior technician and an assistant supervisor formerly employed by a laboratory were each sentenced to 240 hours of community service for conspiring to forge reports of soil tests at a private property construction site

    一間化驗室的前高級技術員及前助理主任,串謀偽造一個私人物業建築地盤的探土工程報告,各被判須履行二百四十小時社會服務。
  7. Application of static cone penetration test in geotechnical engineering investigation

    靜力觸試驗在巖勘察中的應用
  8. The rock masses stability of hydraulic structure and geo - technical project is thoroughly studied in the theory and its application in this paper, some complicated problems in practice are solved, the physical relationship of the fractured masses and numerical simulating methods of reinforced rock masses are explored in theory

    本文就水結構和巖中的巖體穩定性問題,從理論和實踐上進行了較為深入的研究,解決了實際應用中的一些難點問題,對裂隙巖體的本構關系及錨固數值模擬方法進行了理論與應用討。
  9. In the mean time, i discusses the technology of drill - grouting pile foundation, especially in the technology of drilling works, steel works and concrete works, etc. at last, i put forward the methods in dealing with the common accidents

    同時,本文詳細討了巖溶地區鉆孔灌注樁施技術,特別是對其成孔藝、鋼筋、混凝等進行了重點分析,並提出了針對其常見質量事故的處理方法。
  10. Man - made expansive soil - a unique physical property of remolded silty clay in yangcheng lake region, suzhou, china

    蘇州陽澄湖地區淤泥質粘地質特性
  11. Dsasts business service covers engineering survey reconnaissance ; design of various engineering project ; geotechnical engineering ; detection of underground pipelines and power lines ; investigation of environment protection and water source ; construction of foundation engineering ; research and development of ground penetration radar and relevant software ; development, design, installation of fuzzy controlling technique, sales of global advanced engineering products ; research development, sales, installation. construction and after - sales service for air conditioner and ventilation engineering, together with its relevant facilities etc

    公司經營范圍包括勘察設計巖測量雷達測淺層地震測地下管線測環保及水源調查珠寶鑒定地基與基礎施地雷達設備及軟體的技術開發智能測控技術開發設計安裝及產品銷售機電與暖通空調及相關設備的開發研製銷售安裝施及售後服務。
  12. Rayleigh wave exploration is a new method for geotechnical engineering exploration in recent years

    瑞雷波勘是近年來興起的一種新的巖方法。
  13. In this paper, the numerical techniques and computational methods for limit analyses and shakedown analyses of soil structures and foundations are systematically investigated and then are employed to the assessment of the safety of the non - homogeneous foundations and the offshore platform foundations. in this dissertation, the computational method which combines elasto - plastic analysis with melan ' s theorem is developed and then applied to evaluate limit load and shakedown load of soil structures. elasto - plastic analyses are performed to obtain elasto - plastic stress field and elastic stress field

    在巖領域,飽和粘的安定現象與飽和砂的液化早已為人所知,但是安定性理論及其分析在實際中並沒用受到足夠的重視,在這方面的索研究也極為有限,這與體穩定性評價中廣泛應用極限分析方法極不協調,而在海洋平臺地基等實際中安定性問題又顯得十分重要。
  14. Study of engineering geology characteristics of submarine soft soil in qinzhou gulf

    欽州灣海底軟粘地質特性
  15. Bearing capacity and displacement are two main problems in the application of geotechnical engineering. based on a series of pull - out tests using three kinds of paper and a sort of window screening as geogrid, twenty - seven in limit and several in working - stress geogrid - reinforced slope model tests designed through orthogonal principle have been conducted to have obtained the relationship between the bearing capacity and four factors ( i. e. reinforcement, angle of reinforced slope, the designed - length of reinforcement and the distance between layers of reinforcement ). the law of slope lateral ( horizontal ) displacement versus to the height of slope vary with external - load was derived from the model test data, and the main factor affecting the lateral and vertical displacement of geogrid - reinforced slope was obtained through analysis

    承載力(強度)和變形是巖應用領域的兩大主要問題,本文以紙和窗紗布模擬加筋邊坡的格柵,在一系列拉拔試驗的基礎上,以正交設計理論分別安排27個極限應力狀態和若干個作應力狀態加筋邊坡模型試驗,並以模型試驗獲得的數據為依據,採用誤差、極差及回歸分析方法,討了加筋邊坡承載力與筋類、筋長、層間距、坡角4因素的相關關系,獲得了在外荷載作用下加筋邊坡的側向位移隨坡高的變化規律(並進行了定性解釋)和坡頂的豎向位移特性,並分析其主要控制因素。
  16. Beijing, china ( reuters ) - - china aims to chart every inch of the moon ' s surface, the chief scientist of the country ' s first lunar exploration program said in comments published on friday

    北京中國(路透社) - -中國媒體上周五引述中國的首席科學家的話說,中國將測月球表明的每一寸壤。
  17. A brief talk on geotechnical engineering investigation in water area and drilling technique

    淺談水域巖勘察及鉆
  18. The consolidation problem is a fundamental subject, for which this dissertation has been complemented from the establishment of the consolidation finite layer theory to its application. the main contents are as follows : 1

    本文對于固結,這一個巖中的基本問題從理論到實踐進行系統深入的討,完成了固結有限層理論與應用研究,主要內容如下: 1
  19. 4. dicussing soil pressure ( supposed as p ) and level displacement ( supposed as s ) in condition that consideration time performance, the relation is p = ae, when the defomation of wall has evidently effect on the soil pressure. 5. the deformation of wall ( supposed as sw ) leads to soil layer sedimentation ( supposed as pw ), the research find pw = 1. 22sw 6. the artifical neural networks has vast and applied foreground in the information construcion of deep foundation excluding the accidental factor

    4 、討了考慮時間效應的壓力和位移關系曲線,認為在當墻體的變形對壓力分佈產生明顯影響時,二者間的關系可用一指數函數來表達: p = ae ~ ( ( / s ) ) 5 、墻體側向變形,導致墻後體產生沉降,在本次研究中,排除掉基坑降水施因素的影響,由墻體變形導致的墻後體沉降,二者具有p _ w = 1 . 22s _ w關系; 6 、將基於時間窗口滾動多步神經網路預測方法和應用於深基坑墻體變形的預測作,具有較高的預測精度,該方法在巖變形預測方法中具有廣泛的應用前景。
  20. Exploration in geotechnological laboratory experiment quality control

    勘察中試驗質量管理的
分享友人