consolidated soil 中文意思是什麼

consolidated soil 解釋
固結土壤
  • consolidated : adj. 加固的；整理過的，統一的。
  • 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. Geotechnical investigation and testing - laboratory testing of soil - part 9 : consolidated triaxial compression tests on water saturated soils iso ts 17892 - 9 : 2004 ; german version cen iso ts 17892 - 9 : 2004

    土工調查和試驗.土壤的實驗室試驗.第9部分:水飽和土
  2. The initial state of the consolidated specimens can be classified into dilative and contractive in the light of the soil state relative to the critical state line. the failure mechanisms of both dilative and contractive soils under the penetration of rainfall are analyzed

    根據斜坡土體狀態在臨界狀態線的相對位置將土體分為剪脹和剪縮兩種類型，並對這兩種土體在暴雨條件下的破壞機理和破壞過程進行了分析。
  3. With the consideration of the soil mechanics approach on the study of structural loess, the deformation and strength of natural saturated structural k0 - consolidated loess are studied in this paper when arrangement is the main factor

    本文採用土力學方法研究黃土的結構性，研究當排列是影響黃土結構性的主要因素時，天然飽和結構性k _ 0固結黃土的變形和強度特性。
  4. The research involves two problems how to estimate the water and earth pressures on the supporting structure around a foundation pit and choose the strength parameters. the paper analyses the shear strength parameters for the unconsolidated - undrained triaxial test and the consolidated - undrained triaxial test in layered soil

    課題從室內三軸試驗著手，通過大量的試驗對不同深度下各層土體的不固結不排水抗剪強度指標和固結不排水抗剪強度指標進行了比較和分析。
  5. The metals transported in the various forms by the above processes can be co - consolidated with carbonate precipitation in the top soil, can easily be extracted by ho ac. the structure, weight and mineral constituents of loess change with varies on concentration of ho ac : the boundary between the grain become unclear after different gradually, but when hoac > 3 %, the weight change become smaller. also with increasing of ho ac concentration, the carbonates in loess decreases gradually, while hoac > 3 %, the change become smaller

    不同濃度醋酸提取，黃土的結構、重量和礦物組成發生不同變化：黃土團粒界限變得模糊並出現孔洞，可能說明次生碳酸鹽在黃土中主要成膠結物存在；隨醋酸濃度增高，黃土重量逐漸降低，但當醋酸濃度大於3后，重量變化明顯變小；黃土中碳酸鹽礦物含量逐漸降低，當醋酸濃度3后，變化范圍明顯變小。
  6. The main problems widely seen in the previous studies are ( 1 ) inadequate modeling of initially anisotropically consolidated soil and ( 2 ) numerical vulnerability associated with the stress path in the vicinity of the failure line

    以前模型普遍存在的問題有： （ 1 ）不能模擬初始偏壓固結的情況； （ 2 ）當應力路徑接近破壞線時數值穩定性差。
  7. Comparison of characteristics between normal consolidated soil and over - consolidated soil

    正常固結土與超固結土主要力學特性的比較
  8. Preliminary study on soil self - weight consolidation and its consolidated state

    自重固結與土層的固結狀態初探
  9. Normally consolidated soil

    正常固結土
  10. The basic physical and mechanical properties, mineral composition, micro structures, swelling potential, consolidated drained triaxial shear strength, parameters of constitutive model and residual strength of the soft clayey rocks were tested in laboratory with a large number of natural samples. the changing trend of the strength about these rocks is obtained by modeling the condition of softening due to immersion. from the principles of modern soil mechanics, the structural and swelling characteristics of soft clayey rocks were analyzed systematically

    本文通過現場調查，查明風化泥質軟巖的宏觀結構特徵，利用現代試驗測試手段，取原狀土系統進行特殊土室內土工試驗，測定土的基本物理力學特性、礦物成分及微觀結構、膨脹性、三軸排水剪強度及本構模型參數、軟化殘余強度，並模擬土體在長期浸水軟化后的強度變化趨勢，測試該類土的浸水軟化殘余強度。
  11. The non - linearity of the foundation can be analysed by the factor of the raft - pile interaction. moreover, a factor behaviors of over consolidated soil is used

    該法將基礎承擔上部結構的過程劃分為3個階段，用樁筏相互作用系數對沉降控制復合樁基作非線性分析。
  12. The mechanism of rockfill rheology is rectified theoretically. as a kind of man - made discrete material, the rockfill is similar to the consolidated soil in the aspect of rheology. the main causes of rockfill rheology are the breaking and sliding of particles, filling of pores

    從理論上深入論證分析了堆石流變的機理，對于堆石這種非自然存在的散粒材料，其流變與土體的次固結相類似，產生堆石流變的主要原因是顆粒破碎細化、滑移充填孔隙所致。
  13. Thirdly, a calculation formula of distortion settlement is established by considering soil structure damage and plastic drain board restraining displacement of soft foundation. starting with discussing the main factors affecting settlement of consolidated foundation, a reasonable method to modify the calculated settlement of soft foundation by layer - wise summation method is presented here. with calculable coefficients of volume deformation, lateral displacement and structure damage to modify the settlement will be closed to measurer settlement

    （ ）在土體損傷理論的基礎上建立了考慮結構損傷、排水板加筋作用的瞬時沉降計算公式，分析了影響土體沉降的主要因素，提出了對按單向分層總和法計算的固結沉降量進行體積應變、側向位移、土體結構損傷三項修正的方法，以上述三個修正系數取代原來單一的綜合經驗系數，使沉降計算值與實測值更接近。
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