路基加固 的英文怎麼說

中文拼音 [jiā]
路基加固 英文
subgrade strengthening
  • : 1 (道路) road; way; path 2 (路程) journey; distance 3 (途徑; 門路) way; means 4 (條理) se...
  • : Ⅰ形容詞(結實; 牢固; 堅硬) firm; hard; solid Ⅱ副詞1 (堅決地; 堅定地) firmly; resolutely 2 [書...
  • 路基 : bed; roadbed; subgrade; substructure
  1. A new method of consolidating karst railway bed

    巖溶路基加固的一種新方法
  2. This dissertation introduces the necessity, mechanism and developing of the vacuum - heaped load combining precompression in the consolidation of the soft highway foundation

    本文闡述了用真空堆載聯合預壓法軟土的必要性、機理和發展現狀。
  3. Based on the terszige and biot theory, initially analyze the economical of this experiment, directly save investment 22 % after compute. after that, computing the settlement of highway foundation, comparing the computing and survey value, the predict formula of vacuum - heaped load combining precompression for designing, this formula show that the distortion law of consolidation progress. at the same time, based on the position and room experiment, analyzes the intension transformation in soft soil and criteria of stabilization control

    在太沙和比奧結理論的礎上,先分析了此次試驗的經濟性,經核算直接節約投資22 ,經濟效益十分明顯;隨后對真空堆載聯合預壓法軟土的沉降量進行了估算,並與實測值作對比分析,得出了真空堆載聯合預壓下的沉降量估算公式,能反映「真空」過程的變化規律;同時根據現場和室內試驗,分析了軟土強度的變化,以及給出並驗證了工后沉降控制標準。
  4. Slope reinforcement is an important part of rock slope engineering, a typic type of engineering measurements to assure the slope and engineering structure and maintenance ’ s security in mountainous district fundamental constructions

    邊坡支護是巖石邊坡工程的重要組成部分之一,是山區本建設中為保證山體和工程建築物及道運營安全常採用的一種工程措施。
  5. By field loading tests and small strain measurement, the result of improving soft soil with cement power - sprayed piles is alalyzed. the author believes that the result is good and composite foundation is able to meet the superstructure ' s requirement for foundation strength and formation

    通過現場荷載試驗和低應變測試,對粉噴樁效果作了分析。從試驗結果來看粉噴樁軟土路基加固效果很好,能滿足上部結構對地強度和變形的要求。
  6. The technique of cement power - sprayed piles is one of improving soft - soil roadbed technology presently. combining with the construction and field tests of nanjing - qidong railway, some research of using cement power - sprayed piles to improve soft - soil roadbed was conducted and the research includes several aspects below : 1. the authour first introduces the formation. distribution, physical mechancial behaviour and engineering characteristic of soft soil, and clarifies the necessity of improving soft - soil roadbed

    本文結合寧啟鐵工程的水泥粉體噴攪樁(簡稱粉噴樁)復合地的現場施工及試驗,對粉噴樁軟土作了研究,具體研究內容包括以下幾方面: 1作者首先介紹了軟土的成因和分佈,軟土的物理力學以及工程性質,闡明了軟土處理的必要性及目前軟土路基加固處理的方法。
  7. The quality requirement is very high on expressway soft foundation improvement compared to the super pre - loading and the jet - powder pile, the vacuum - heaped load combining pre - compression is cheaper and its intensify effect is distinct

    高速公處理質量要求高,與傳統等超載預壓和粉噴樁相比,真空堆載聯合預壓效果明顯,費用低。
  8. Application of gravel piles for ground stabilization of transition zone between subgrade and bridge on qinhuangdo - shenyan occupation railway of passenger train

    碎石樁在秦沈客運專線橋過渡段礎中的應用
  9. Application of cement mixed pile on reinforcement of some highway bridge abutment groundsill

    水泥土攪拌法在某公橋臺地中的應用
  10. Geoctechnical engineering in hydraulic engineering and highway engineering selection of soft ground treatment methods. optimization of design plans. and methods of field monitoring

    對水運、公工程項目的巖土工程問題進行咨詢,就軟方案選取、設計方案優化、監測方法等提供咨詢。
  11. According to the theory, the method of using half - rigid pile reinforce the embankment below the corbel of the approach slab which form a composite foundation and realize rigidity gradation, is put forward in this paper and the formula to calculate pile - soil stress ratio in light of visic curvity expansive theory is also deduced here which can be used in design

    應用這一理論,本文提出了採用半剛性擠密樁復合地橋頭搭板枕梁下堤實現,、橋的剛柔過渡方法。針對低強度半剛性擠密樁計算理論的現狀,本文應用魏西克( visic )擴孔理論推導了計算樁土應力比的理論公式,可供設計階段採用。
  12. Implement of reinforcing road base by pouring concrete slury

    注漿方案的實施
  13. Field experimental study of strengthening expressway soft foundation by compaction sand piles

    擠密砂樁高速公的現場試驗研究
  14. The problem of depression of the bridge approach road is the usual defect of the road in our country at present, in order to solve this problem, the high road of chang yu sandpile to settle soft subgrade to strengthen it

    橋頭引道沉陷是目前國內公較常見的道病害,為了解決這一問題,長余高速公利用砂樁對橋頭軟弱地進行了處理。
  15. In order to search after its applying to expressway roadbed improvement, this paper studied consolidation characteristic and distortion law hi soft soil under positive and negative action, introducing parse explain and numerical calculation theory. additionally, based on locale experimentation, the design and construction method of vhlcp was implemented and its reinforce effect and economical character was estimated. testing indicated that the groundwork ' s intensity have increased 97 %, silt soil have vanished and outlay have saved 39 %

    根據現場試驗,確定了適合於高速公工程要求的真空堆載聯合預壓的設計和施工方法,並分析評價了其效果和經濟性,試驗表明:應用真空堆載聯合預壓后,地強度平均提高了97 ,地中淤泥質土已消失;與粉噴樁相比,節省經費39 。
  16. Strengthen roadbed : it can strengthen roadbed, limit the time of construction and the quantity of sand. besides, it makes the road have a long service life

    作用:筋,隔離,穩定快施工進度,減少砂石用量,防止面開裂,地下沉,延長面壽命。
  17. So the research of new technologies of sft has become an imminent task. in this paper a new consolidation system named gsps ( geogrid stone pile system ) is advanced, which is a generic term of the three treatments of geogrid stone piles, sand underlay and ribbed base

    本文提出gsps軟系統的處理方案,所謂gsps ( geogridstonepilesystem )軟系統即是對土工格柵碎石樁,砂墊層和堤三種方法聯合處理軟土地的總稱。
  18. Water soil agitation pile in highway soft base reinforcement application

    水泥土攪拌樁在高速公中的應用
  19. Evaluation, design, construction, field observation, supervision in soft ground engineering, harbour engineering, foundation engineering, and highway engineering, etc

    土木水利工程中軟、港口碼頭、地礎及道等工程的評估、設計、施工及安全監測、工程監理的咨詢。
  20. Via the practical engineering of improving the soft foundation with the low intensity piles composite foundation the field test study is done. these work is done : ( 1 ) the method of improving the soft foundation of the bridge approach with the low intensity piles composite foundation is summarized ; ( 2 ) the field test method of improving the soft foundation of the bridge approach with the low intensity piles composite foundation is summarized ; ( 3 ) the strain character of the low intensity piles composite foundation under the embankment load is studied ; ( 4 ) the stress character of the low intensity piles composite foundation under the embankment load is studied and the differences of the pile - soil stress ration and what make them is discussed ; ( 5 ) the calculating mode of bearing capacity of low intensity piles composite foundation is discussed

    本文藉助于低強度樁復合地處理橋頭深厚軟的實際工程,對低強度樁復合地橋頭軟進行了試驗研究,做了以下工作: ( 1 )對低強度樁復合地高等級公的方法進行了總結; ( 2 )對低強度樁復合地的試驗方法進行了總結; ( 3 )研究了低強度樁復合地在堆載作用下的變形性狀; ( 4 )研究了低強度樁復合地在堆載作用下的應力場特徵,並對不同性質荷載作用下低強度樁復合地樁土應力比進行了比較,分析了存在差異的原因原因; ( 5 )對低強度樁復合地承載力的計算方法進行了探討。
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