compacted soil 中文意思是什麼

compacted soil 解釋
夯實土
  • compacted : 夯實的
  • soil : n 1 泥土,土壤;土質。2 土地,國土。3 滋生地,溫床。4 農業生活,務農。n 1 臟東西,污物,污穢,污...
  1. At the same time 7794m3 affusion test were processed, and roadbed settlement observation conducted for two more year, physical mechanism and chemical index experiment were analyzed in the laboratory, section experiment of earth sample was proceed, changement of compacted soil body micromechanism along with depth were analysed by polariscope and scan electricscope. drain ditch, barrel - drain and little bridge were treated by composite geotextile

    在室內進行了物理力學、化學指標實驗分析,並對土樣結構進行了切片試驗,用偏光顯微鏡和掃描電鏡分析了土壤碾壓后沿深度分佈的土體微觀結構變化情況,對邊坡、邊溝、排水溝、小橋涵及護坡封水採用復合土工布進行處理。
  2. Based on the theory of unsaturated soil mechanics and the properties of compacted expansive soil, this paper takes the northern part k12 + 840 - k12 + 920 of nanning urban highway as an example to studies some aspects of lime improvement of expansive soil and the technology of construction. the chief content of this paper is : the lime improvement mechanism of expansive soil ; confirm the technical parameters of lime mixed from the results of test in laboratory ; the scale - down test to define the maximum effective grain size of expansive soil when it is improved by lime ; by building bank slope model and making use of finite element seepage flow program of saturated - unsaturated to calculate the examples, this paper simulates the humidity site in order to checkout the effect of lime improvement ; studies and proves that it is feasible to mix blocky expansive soil and pulverous lime, and to fill roadbed by common construction machines etc.

    本文研究的工作就下述幾個方面展開:用石灰改良膨脹土的機理;通過室內試驗確定摻灰的技術指標;在室內進行膨脹土摻灰的最大有效粒徑的模擬試驗,即鈣離子水試驗,由此總結出「粉?塊」灰?土攪拌工藝的有效性、合理性和可行性;用數值方法對路堤使用期的濕度場進行模擬,並與路堤的強度?變形的計算域耦合,以檢驗土性改良的效果,從而探索一種描述改良膨脹土路堤運行工況的數值方法;用現有最常用的且費用最低的施工機具,對灰?土進行「粉?塊」攪拌摻和及路基的填築施工等。
  3. In foundation treatments of buildings or structures in sandy region, the sand compacted by down - seepage water technique is adoptable to enforce the compactness and bearing capacity of sand and soil cushion to meet the design requirements

    摘要在砂土地區進行建(構)築物的地基處理時,採用水墜砂技術可使砂土墊層的密實度和承載力達到設計要求。
  4. Effect analysis of salinized - soil soft foundation with compacted sand - pile

    擠密砂礫樁處理鹽漬土軟弱地基效果分析
  5. According to the basic equation for water flow in subgrade soil, based on the basic soil properties of compacted loess, the redistribution of soil moisture and the soil water - migrate parameters are studied

    摘要基於黃土路基壓實後土體的基本性質,根據路基土中水分運動的基本方程,通過室內一維土柱入滲試驗,得到不同壓實度的黃土濕潤鋒濕度與平均濕度、水分入滲速率的關系曲線。
  6. Seedling emergence, root growth and ultimately stand establishment and uniformity is expected to be improved in situations where soil is less compacted and crusts are not a problem

    在土壤緊實度低和沒有結殼的情況下,可以提高出苗率,改善根系生長,最終形成整齊一致的植物群體。
  7. By the test of saturated soil and unsaturated soil, this paper enquiry that the stress - strain relationships of compacted soil under one dimensional consolidation is perfect hyperbole

    本文通過重塑土(飽和和非飽和)室內試驗,探討了一維情況下壓實土的應力應變關系呈現很好的雙曲線形式。
  8. Soil improvers and growing media - sample preparation for chemical and physical tests, determination of dry matter content, moisture content and laboratory compacted bulk density

    土壤改良劑和培養基.物理和化學試驗干物質含量和潮氣含量及實驗室壓實鬆散材料密度試樣制備
  9. In this technique, the original sand, soil and humus are replaced by clean sand ; then water is poured into the base pit enabling sand rearranged and compacted by means of the water down - seepage force

    水墜砂工藝就是採用潔凈的砂土替換原有砂土及腐質土,然後往基坑內灌水,使砂土藉助水下滲的作用力重新排列組合,以達到密實的效果。
  10. This is the first time to apply prestressed carbon fiber to roadbed engineer in the world. the high tensile strength and corrosion - resisting property of prestressed carbon fiber make it possible that the soil is in triaxial state of stress. therefore, the embankment fill can be compacted, the settlement can be reduced and side slope stability can be improved

    本課題第一次將預應力碳纖維技術應用於路基工程中,利用碳纖維的高抗拉強度和高耐腐蝕性,對其施加預應力,使路基土體處於三向受壓應力狀態中,從而加強路堤填料的密實程度、減少路堤的總沉降、增加邊坡的穩定性。
  11. Through changing and improving the traditionally adopted technology and equipment in compacted lime - soil pile foundation, so as to eliminate weak collapsibility of loess in luoyang and increase the strength of foundation, the authors present formulas to compute the average dry density and void ratio after ground treatment and demonstrate the feasibility of these formulas through practical project cases

    摘要基於洛陽地區次生黃土的弱濕陷性,對傳統的灰土擠密樁施工工藝和設備進行改進,達到消除濕陷性,提高地基承載力的目的,並且推導出地基處理前後干密度和孔隙比隨置換率變化的關系,以工程實例證明該公式的可行性,避免布樁型式的經驗性和處理結果的不確定性。
  12. 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
  13. Lime - soil compaction pile is one of the most normal and effective soil improvement methods in loess area, especially in collapsible loess ones. there is few analysis and study about the compaction characteristic of soil between piles when making holes. the evaluation methods about the compacted effect between piles are different in the various standards on soil improvement

    灰土擠密樁作為黃土地區,特別是濕陷性黃土地區最常用、最有效的地基處理方法之一,但對樁間土在成孔過程中擠密性狀的分析和研究不是很多,在歷次規范中,對樁間土擠密效果的評價方法各不相同,也就是對樁間土中最具有代表平均擠密效果的點的選取存在差異。
  14. Standard test method for determining the effect of freeze - thaw on hydraulic conductivity of compacted or undisturbed soil specimens using a flexible wall permeameter

    使用一柔壁滲透計對壓實的或非分散性土壤樣品液體導電性凍融效果測定的標準試驗方法
  15. The soils in the region were characterized by thin layer, weak structure, gravel / fragmental composition, compacted surface and drought, etc. soil water properties are important factors affecting vegetative rehabilitation in spite of low soil organic content and lack in soil nutrients

    乾熱河谷的土壤特徵表現為土層淺薄、土壤結構差、土壤石質粗骨性強或表土緊實、土壤乾旱等。雖然土壤有機質含量低、有效養分也較缺乏,但是土壤水分性質是植被生長恢復的關鍵制約因素。
  16. Compacted soil foundation

    壓實土基礎
  17. In fact, tamped soil is compacted unsaturated silt. the traditional theory of saturated soil mechanics cannot satisfy the necessity of improved soil research. the theory of unsaturated soil mechanics provides the theoretical evidence for the research of engineering characteristics of the soil

    實際上,夯后高飽和度地基土是擊實非飽和土,傳統的飽和土力學理論已不能滿足夯后地基土強度和變形特性的研究要求,非飽和土力學理論的發展為研究高飽和度夯后地基土的工程特性提供了理論依據。
分享友人