unconfined compressive strength 中文意思是什麼

unconfined compressive strength 解釋
無側限抗壓強度
  • unconfined : adj. 1. 無拘束的;自由的;無限制的。2. (頭發等)鬆散的。
  • compressive : adj. 有壓力的,壓縮的,壓榨的。adv. -ly ,-ness n.
  • strength : n. 1. 力,力量,體力。2. 強度,濃度;長處;(要塞等的)抵抗力。3. 實力;兵力;全體人數,額定人數,編制。4. 筆力;文勢。5. (證券等的)市價堅挺。6. 〈美俚〉(可能有的)利潤。
  1. Practices show that the compressive strength, the modulus of elasticity, the permeability coefficient and the compactness of concrete obtained respectively by the compaction method, the unconfined compression static compaction method, the sand trenching and filling method, and nuclear densimeters meet the requirement of design, and the mixing proportion of concrete of the side - wall is reasonable

    實踐證明施工中用擊實法、無側限抗壓靜力壓實法、挖坑灌砂法及核子密度儀分別檢測出的邊墻混凝土抗壓強度、彈性模量、滲透系數和密實度值均滿足設計要求,邊墻混凝土配合比合理。
  2. Standard test method for unconfined compressive strength of cohesive soil

    粘性土無側限抗壓強度的標準試驗方法
  3. This paper presents the experimental results on unconfined compressive strength ( ucs ) and limit of water and plastic ( wl, wp ) of the clays stabilized with industrial wastes such as fly - ash and slag. four kinds of the compound clays are produced with different proportions of fly ash, clay, and slag, and then the compound clays are reinforced by adding cement and lime respectively

    本研究採集武漢地區具有一定代表意義的素土和粉煤灰、爐渣,分別對素土、素土+爐渣復合土、素土+粉煤灰復合土、素土+爐渣+粉煤灰復合土進行了加固處理,所用的膠凝材料是較為基礎的水泥與生石灰。
  4. The unconfined compressive strength, shearing strength and permeabi lity of stabilized soils were tested in laboratory, the strength of contaminated composite soils sampled with different ph and soaped in corresponding ph were compared. the results from experiments indicate that there exists a certain relationship between the soft soil properties and the unconfined compressive of grouted soil. with the increase of water content, porosity ratio, degree of porosity, plasticity limit, liquid limit and liquid index, the compressive strength of cement - sodium silicate - stabilized soil decreases, while increases as the bulk weight and compressibility modulus

    通過對水泥?水玻璃加固土的無側限抗壓強度試驗,以及用不同酸堿性水製成與養護的固結土所進行強度對比試驗,得出軟土的物理力學性質指標與加固土的抗壓強度之間存在一定的相關關系,即隨著含水量、孔隙比、孔隙度、液塑限及液性指數的增加,水泥?水玻璃加固土的抗壓強度相應地降低;而隨著原狀土的容重、壓縮模量的增加,水泥土的抗壓強度也隨之增加。
  5. Standard test method for unconfined compressive strength index of chemical - grouted soils

    化學灌漿土壤無側限抗壓強度指數的標準試驗方法
  6. Standard test method for unconfined compressive strength of compacted soil - lime mixtures

    壓實的土壤石灰混合物的無側限抗壓強度的標準試驗方法
  7. In this dissertation, the engineering properties of the nano - al2o3 and nano - tio2 reinforced cement - stabilized soil are respectively studied through the laboratory experiments. based on testing data, the unconfined compressive strength ( ucs ) of nanometerial - al2o3 reinforced cement - stabilized soil ( narcss ) is firstly analyzed in different nanomaterial mixing ratio, cement mixing ratio, curing - period, water content, w / c ratio, etc., and then the stress - strain relationship of narcss is given. the variation of the ucs of nanometerial - tio2 reinforced cement - stabilized soil ( ntrcss ) is also given in different nanometerial mixing ratio and curing period

    根據試驗結果,首先分析了納米材料al _ 2o _ 3摻入比、齡期、土樣含水量、水灰比等對摻納米材料al _ 2o _ 3水泥土強度的影響,並給出其應力應變關系(本構關系)和一定條件下的最佳配比;其次,分析了納米材料tio _ 2摻入比、齡期等對摻納米材料tio _ 2水泥土強度的影響;最後,通過比較前人的研究成果,對分別摻入納米材料al _ 2o _ 3 、納米材料tio _ 2及納米材料sio _ ( 2 - x )的水泥土強度進行了對比分析。
  8. The physical and mechanical properties of the raw materials and the recycled mixture are studied respectively in this paper by means of indoor experiments. the primary mechanical indexes of the recycled mixture are tested, including the unconfined compressive strength, the resilient modulus and the cleavage strength. the changing laws of these indexes are related to the cement content, the ratio of old asphalt mixture to lime soil and the aged - period

    初步對再生混合料的無側限抗壓強度、抗壓回彈模量和劈裂強度等主要力學指標進行了分析評定,總結了其強度性能與剛度性能隨水泥劑量、舊路面與灰土比例和養生齡期的變化規律,並建立了各指標之間的相互聯系;此外對再生混合料的水穩定性、抗凍性、干縮特性、溫縮特性和疲勞特性也進行了試驗分析;在上述研究的基礎上還探討了原材料性質對再生混合料性能的影響。
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