disturbed site 中文意思是什麼
disturbed site
解釋
受擾位置-
The original landscape of the site had been changed drastically, and frequent disturbances caused by recent urban development were shown. the trench is now full of pipes and piles. the relics might be deposited in a brownish sandy layer, between the modern disturbed layer and the greyish sand of marine deposit
從出土文物的地點觀察，原來的地貌早被近代城市發展所改變，溝內滿布水管和樁柱，埋藏文物的層位應是現代擾亂層和灰砂層之間的碣砂層。 -
To study the effects of preferential flow on infiltrated flow and surface runoff in the granite area of the three gorges, yangtze river, china, a soil profile that is not seriously disturbed by human activities was selected in the quxi watershed of the area as a field experimental site
摘要為研究長江三峽花崗巖地區優先流對滲流和地表徑流的影響，以長江三峽地區曲溪小流域作為試驗用地，選擇適當的土壤剖面作為觀測剖面。 -
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。 -
This paper, focusing on the construction in the tunnel section with the worse geological conditions, discusses systematically the theory and the actual application on natm, and puts forward the proposal that the natural states of surrounding rock must be disturbed as small as possible and the self - loading of rock should be made full use of. as emphasizing the main point of the method the study of doing extensively the work of the measurements and the relevent analysis in the site takes up the much space in the paper
本文針對不良地質地段的隧洞施工，系統論述了新奧法的理論和在工程實踐中的應用，提出了應盡可能少地擾動圍巖的自然狀況並充分利用圍巖自身承載力；重點是要在現場廣泛開展監測工作和相應的資料分析；然後根據現場的監測信息以及對圍巖的觀察和認識，對設計進行及時反饋，及時優化支護和施工參數用於和指導現場施工。
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