soft site 中文意思是什麼
soft site
解釋
軟式發射陣地-
In the process of work, according to complex geological conditions such as huge thick soft clay in site and top surface of possible pile foundation supporting course fluctuating in large amplitude, we adopted many advanced exploratory methods ( just as high accuracy exploration of shallow earthquake, crosshole wave velocity test, vane shear test, pressuremeter test, etc. ), we found out that there is an ancient groove of yangzi river in former plant site, therefore we suggested in time that plant site should properly be moved eastwardly, only this item saved nearly about 50 million for pile foundation project cost
在工作過程，根據廠址區軟粘土厚度大、可能作為樁基持力層頂面起伏變化大等復雜地質條件，採取了多種先進的勘探手段（如高精度淺層地震勘探、跨孔波速試驗、十字板剪切試驗、旁壓試驗等） ，查明了原廠址區存在一個長江古凹槽，並及時建議廠址適當東移，僅次一項就節省樁基工程費用近5000萬元。 -
The burgess shale fossil site, well known for its fossil remains of soft - bodied marine animals, is also found there
在這里的伯吉斯謝爾化石遺址里也有發現海洋軟體動物的化石。 -
First, the field test of soft ground at the jialichen bridge - head on the highway from luqiao to zeguo was performed and the observation results of test site were analyzed
首先，對路橋至澤國一級公路浹里陳大橋橋頭軟基進行現場試驗研究，對試驗段的各項監測與試驗成果進行了分析。 -
Methods 15 cases with leg open fractures were treated acute debridement, internal fixation with intramedullary nail, external fixator or plate, and muscular flap transposition for covering of fracture site and soft tissue defect
方法急診一期徹底清創，選擇髓內釘、外固定支架及鋼板固定骨折，應用各種不同肌瓣覆蓋骨折斷端及缺損創面。 -
In this section the author analyses the rules of the pile ultimate tip resistance and the shaft friction resistance distribution and their exertion of cast - in - place socketed piles instrumented with strainometers in soft muddy rock. the second aspect of the paper is the analysis on the current rock pile vertical bearing capacity in the four standards gb50007 - 2002, tb 10002. 5 - 99, jtj024 - 85 and jgj94 - 94, then the design method with correlated formula of socketed piles in xigeda - mudstone is given. at the end of this paper, based on the research of pressure grouting technique in recent years, and combined with in - site test result, this paper puts forward the design and calculation method to grouted pile in xigeda - mudstone and the principle of choosing grouting parameters, which provid es experiences for applying this technique and further studying
本論文結合省級科研項目「西攀高速公路昔格達組泥巖層中鉆孔樁提高承載力的研究」 ，所做的研究工作主要在以下三個方面：一是根據8根樁身內埋設量測元件試樁的單樁豎向靜載荷試驗資料，分析了各試驗樁特別是常規沖孔灌注嵌巖樁在昔格達泥巖中的軸向力、側摩阻和樁端阻力的分佈和發揮規律；二是在討論現行規范對嵌巖樁承載力的計算公式的基礎上，探討了在昔格達泥巖層中的沖孔灌注嵌巖樁的側摩阻和端阻的計算方法，並推薦了相應的計算公式；最後，在吸取近年來對灌注樁后注漿技術研究成果的基礎上，結合現場試驗研究結果，分析了該項技術在昔格達巖層中的應用效果，提出了相應的參數選取，從而為壓力灌漿技術的工程應用和進一步研究提供經驗，並為今後在該地層中合理選用樁型以及指導施工提供了依據。 -
Some special problems in evaluation of seismic safety for offshore engineering site are discussed in this paper, such as the seismic hazard analysis considering the influence of moderate - deep focal earthquake, and the earthquake response analysis of soft soil layers on seabed
摘要本文探討了海域工程場地地震安全性評價涉及的幾個特殊問題，如考慮中深源地震影響的地震危險性分析、海底軟弱土層場地地震反應分析等方面的問題。 -
Based on hundreds of actual site profiles collected in china, 1281 typical profiles were selected or constructed, which were used for studying three kinds of soil layer profiles containing soft layers that locate at the bottom, in the mid or on the top of them. 480 acceleration histories were formed artificially, which can express the different characters of ground motions and be used as the ground motion inputs in the study
在整理分析全國各地諸多實際工程場地鉆孔資料的基礎上，從中選取和構造了1281個研究三種不同土層結構的場地計算模型；合成了480條能夠反應不同地震動特徵的加速度時程曲線，並將其作為土層地震反應分析的地震動輸入。 -
The district councils will be consulted on the greening proposals, including landscape master layout plan and treatment of existing trees on site, for all capital works projects with related soft landscaping works value exceeding $ 3 million
政府亦會就所有基本工程中，園景美化項目價值超過三百萬元的綠化計劃建議，徵詢區議會的意見。 -
Field test on multi - branch squeezed cast - in - site pile in soft clay
軟土地區擠擴支盤灌注樁現場試驗研究 -
Based on the data of vertical and horizontal displacements from a certain construction site in cixi city of zhejiang province, the validity of controlling earth - extrusion effects in saturated soft clay ground caused by statically piling was quantitatively analyzed and compared with different technical measures, including reduction of piling rate and installation of stress - relax holes
摘要根據在浙江省慈溪市某靜壓法沈樁施工現場所監測的地基土位移數據，定量分析比較了控制施工進度、設置應力釋放和排水深孔等工程技術措施對減輕飽和軟粘土地基沈樁擠土效應的有效性，並初步提出了現場地基土位移及其變化速率的監控標準。 -
In this paper, it is further discussed in three aspects : non - linear characteristics of site soil, influences of soft and hard layer in site soil and of the rational classification of site conditions
本文從場地土體非線性特性和土層軟硬夾層的影響及合理地考慮場地分類來反映場地對地震動影響三個方面開展了進一步的研究與探討。 -
Construction site on choi shun street. three undercover police officers were deployed in the operation to sell lunch boxes and soft drinks at the site
行動中，三名?底警務人員假扮小販，在上址售賣飯盒和飲品。 -
It will be " soft launched " in a manner that google has followed with other features that it has added to its web site, with little fanfare and presented initially as a long - running test
Google將延續以往增加新內容的方式「低調推出」這項服務，不虛張聲勢，最初以一項長期的試驗項目介紹給大家。 -
A soft copy of the guide is also available on this web - site
另外，申請表亦可在本網站下載。 -
Compared with conventional bracing technology, not only soil nailing will actively support soil masses, but also the effect of soil nailing and soil mass will be mobilized leading to utilize in - site strength of soils to a maximam degree. the disturbed soil masses that originally induce loading effect on bracing structure are transformed into a part of bracing structure. accordingly, the composite soil nailing bracing technique begins to applied to reinforcement of soft soils or foundations
復合土釘支護技術中，土釘主動支護土體，並與土體共同作用，盡可能保持、利用、提高基坑邊壁土體的原有強度，將傳統支護方式中對支護結構形成荷載效應的擾動土體轉化為支護結構的一部分，從而可以有效地應用於軟土地區等特殊地質條件下的基坑支護。 -
Compared with conventional bracing technology, not only soil nailing will actively support soil masses, but also interaction effect of soil nailing and soil masses will be mobilized leading to utilize in - site strength of soils to a maximum degree. the disturbed soil masses that originally induce loading effect on bracing structures are transformed into a part of bracing structures. accordingly, the composite soil nailing bracing technique begins to be applied to reinforcement of soft soils or foundations
復合土釘支護技術中，土釘主動支護土體，並與土體共同作用，盡可能保持、利用、提高基坑邊壁土體的原有強度，將傳統支護方式中對支護結構形成荷載效應的擾動土體轉化為支護結構的一部分，從而可以有效地應用於軟土地區等特殊地質條件下的基坑支護，而且具有工藝簡單、造價低、工期短等優點。 -
Criterion method of settlement calculating is also introduced in this paper. after comparing the calculating value of criterion method with the data which measured in - site, this paper points out : ( 1 ) settlement brought by side deformation should be taken into account among the super soft silt groundsill in pearl river delta area ; ( 2 ) stress history has a great deal influence to the settlement, but the pre - consolidation pressure pc for the judgement of consolidation state of soil has no credibiliy which is gotten in laboratory
此外，本文還簡述了規范推薦的沉降計算方法，並運用已有的工程實測數據與規范方法計算值進行了比較，指出對于珠三角地區的超軟弱地基。應考慮側向位移引起的沉降；應力歷史對沉降的影響較大，而判斷土體固結狀態指標的前期固結壓力p _ c ，在試驗室得出的數據並不可靠。 -
A primary scheme of site classification was presented, in this scheme a new site classification method that can consider the profiles containing bottom, mid or top soft layer was put forward on the basis of the site classification in the current code for seismic design of buildings
提出了基於土層結構的場地分類的初步方案。在現行建築抗震設計規范四類場地劃分的基礎上，進一步根據不同土層結構對每類場地再細劃分為三個亞類，並給出其相應的設計反應譜。
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