settlement factor 中文意思是什麼
settlement factor
解釋
沉降比- settlement : n 1 解決。2 決定。3 鎮定；安定。4 固定；定著。5 澄清；沉澱；沉澱物；沉積物；【地質學；地理學】沉...
- factor : n 1 〈英國〉經銷人；（代客買賣收取傭金的）經紀人；代理商；代辦人；〈蘇格蘭語〉 土地經管人。2 要素...
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Since the soil structure characteristic is an intrinsic determinative factor of soft clay engineering property, it is necessary that experiment and theory research on the soft clay structure characteristic be carried on in order to explain the consolidation settlement property of the soft clay ground
土的結構性是決定軟土工程特性的一個內在因素，開展軟土結構性方面的試驗和理論研究對進一步弄清軟土地基的固結沉降特性是非常重要的。 -
( 2 ) the lateral deformation is effectively limited by reinforced earth layers and the settlement becomes small. @ the lateral deformation is enlarged on soft foundations, and the settlement becomes large. @ the reinforced earth layers on soft foundations behaves extension. the response behaviors of high sand - gravel embankment are indicated as the following : ? he amplification factor of earthquake acceleration varies with reinforced earth structure. ( 2 ) the basic frequency of the original embankments in different reinforcement conditions is about 0. 76hz. ? the amplitude of dynamic deformation appears small and the dynamic stability is safe
研究表明：加筋土體能有效地限制路堤的側向位移發展，減小沉降變形量；軟基路堤的側向位移較大，將顯著地增大路堤的沉降變形；軟基上加筋土墊層中產生的拉應力最大；加筋砂礫土路堤在振動荷載作用下動變形反應較小，具有良好地動力穩定性。 -
Since the shallow depth excavation is the main factor to cause ground settlement in shenzhen subway tunnel, this paper discusses some corresponding countermeasures including the improvement of ground property, appropriate draining of groundwater, scheduled excavation depth and width, etc, to control strata distortion and surface settlement, and argues that these measures are expected to effectively control surface settlement while constructing city subway in soft ground excavation
摘要針對深圳地鐵淺埋暗挖隧道施工中影響地表下降及地層變形的因素，提出了遵循「十八字」原則、改善土體特性、適度排放地下水、根據地層條件選擇施工方法、增大左右線隧道開挖面的距離、合理確定開挖進尺、提高施工效率、加強初期支護、及時施作二次襯砌等對策。 -
Two test methods are employed : one is loading the samples before thawing, and the other is loading the samples after completely thawed. the coefficient of thaw settlement as a function of granule, as a function of water, and also as a function of dry density are protracted ; besides, the consolidation coefficient of thawed samples as a function of granule, as a function of water, and as a function of dry density are protracted. we can discover from the test results that the thaw - settlement coefficient and the consolidation coefficient of thawed samples are mainly relevant to the granule, dry density and the water content they have little to do with the geology and geography factor of the frozen soils
為了研究季節凍土區工業民用建築的基礎淺埋穩定性問題，特開展了有關季節凍土的融化壓縮特性的研究，先後在內蒙古農業大學三個比較典型的建築地點取了將近三百個試樣，在室內進行試驗，採取兩種試驗方法即先融化后壓縮試驗法和同時融化壓縮試驗法，通過對這三個不同地點的兩種不同的試驗方法的試驗結果進行對比分行，分別繪制了融沉系數與凍土的含水（冰）量、干容重以及顆粒級配的關系曲線;融化壓縮系數與凍土的含水（冰）量、干容重以及顆粒級配的關系曲線，由試驗結果發現凍土的融沉系數和融化壓縮系數都與凍土的含水量呈正向相關關系，可近似的用線性方程來表示;兩種實驗方法的總沉降量與凍土的含水量呈正向相關關系，與凍土的干容重呈反向相關關系，也可以近似的用線性方程來表示。 -
On the base of single pile ' s analysis, the single pile ' s settlement is computed under the burden of adjacent pile, and give the interactive factor a " s change with different load and distance between piles
在單樁分析的基礎上，計算了在鄰樁影響下單樁的沉降變化，給出了雙樁相互影響系數隨荷載水平和樁距的變化。 -
In the paper, first we analyze characteristic of settlement and account method about soft clay ground at bridge approach. value of settlement factor when total settlement is calculated by experimental formula method is discussed
針對溫州地區軟土層的物理力學特性，對採用經驗系數法計算總沉降時的沉降系數的取值進行了討論。 -
The self - weight of soil is an important factor affecting consolidation, and once it is taken into consideration, the consolidation becomes quicker and final settlement becomes larger. rheological property of soft soil contributes to delaying consolidation. the influences such as nonlinear variations of compressibility and permeability, rheological and layered properties of soil, self - weight and time - dependent loading are interacted each other and very complicated, and only they are all taken into consideration, can the consolidation behavior of soft soils be actually revealed
研究表明：大、小應變固結理論的差異隨土壓縮性或荷載的增大而越趨明顯；土體自重是影響固結的一個重要因素，考慮自重要比不考慮自重固結快、最終沉降大；土的流變性增大將最終遲滯軟土地基的固結；土的壓縮性和滲透性的非線性變化、土的流變性、成層性、自重及變荷載等因素對固結的影響相互交織，錯綜復雜，在固結分析中對之綜合加以考慮，才能真實反映軟土的固結性狀。 -
Soil - analysis of settlement - part 100 : analysis in accordance with partial safety factor concept
地基.沉陷分析.第100部分:按局部安全系數分析 -
The relationship between interconnection behavior and settlement factor in internet - backbone enterprises
網際網路骨幹網企業互聯行為與結算因子關系 -
In this article, geotechnical engineering numerical analysis program flac4. 0 is used, working mechanism and main influential factor of composite soil nailing system with step excavation was calculated in detailed, contain distribution and influential factors of axial force and the max axial force in soil nails ; the variation of axial force in anchors ; the variation and influential factor of foundation pit horizontal displacement, ground surface settlement, ground surface horizontal displacement and rebound deformation
本文採用巖土工程數值分析軟體flac4 . 0 ，對樁錨復合土釘支護在分步開挖下的工作性能和主要影響因素進行了詳細的計算，分析了土釘軸力和最大軸力的分佈規律、影響因素;錨桿軸力的變化規律;基坑水平位移、地表沉降、地表水平位移和坑底隆起的變化規律以及影響因素的敏感程度。 -
To scientifically evaluate the quality of water environmental of xishan district, this text proposes revising the original evaluation system, makes certain improvement in original evaluation system, such as settlement of factor, synthesizing pollution index computing method, water pollution degree judge method, etc
摘要為全面、科學地評價錫山區水環境質量狀況，提出對原有評價體系作出修改，即對原評價體系中，評價因子的沒定、綜合污染指數計演算法、水污染程度的判定方法等作了一定改進。 -
Based on the characteristics of development of the ground settlement and the analysis of the regional settlement in shanghai, the exploring 4th deep water - bearing layer is considered as the key factor causing the regional ground settlement in shanghai. 4
研究地面沉降的發育特徵，對上海市地面區域性沉降的原因進行分析，認為開采深層第四承壓含水層是造成上海區域性沉降的原因； 4 -
Taking the factor of ground settlement for exploring different ground water - bearing layers into account, a new viewpoint, the deep water - bearing exploration affects the ground settlement much more than the shallow, is put forward, and think that exploring the deep water - bearing layer can not be used as an efficient method to prevent and cure ground settlement
考慮開采不同含水層對地面沉降的影響，提出深部含水層的開采比淺部含水層影響更大的新觀點，認為開采深部含水層不能作為防治地面沉降的有效措施； 2
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