triaxial compression 中文意思是什麼
triaxial compression
解釋
三軸壓縮- triaxial : n. 有三軸的。
- compression : n. 1. 壓縮；壓緊；濃縮，緊縮。2. 加壓；壓抑。3. （表現的）簡練。4. 應壓試驗。
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Consolidated undrained triaxial compression test
壓密不排水三軸壓縮試驗 -
Stress control triaxial compression apparatus
室內土工試驗應力控制式三軸壓縮儀 -
Strain control triaxial compression apparatus
室內土工試驗應變控制式三軸壓縮儀 -
Consolidated drained triaxial compression test
固結排水三軸壓縮試驗 -
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 -
Standard test method for determining triaxial compression creep strength of chemical grouted soils
測定化學灌漿土壤的三軸壓縮蠕變強度的標準試驗方法 -
Considering the similitude law for shaking table test, we study the test results and obtain some conclusions which are a ) generally, the silty soil in test box liquefies and the liquefied time has relation with the amplitude of acceleration, b ) when the intensity is on and above eight degree, the silty soil deposit will be liquefied dramatically, c ) the relationship of the pore water pressure is relevant to the cycle loading which represents when the cycle loading ranges from little to great, the relationship is represent as a concave curve, or else as a protruding curve and tends to stability. ( 3 ) based on the triaxial compression test and the resonant column test, some studies are made such as a ) the duncan - chang parameters of constitutive model, b ) the dynamic shear modulus ratio and c ) the damping ratio of the site soil deposits. in order to deal with the test data, a computer program is compiled
（ 2 ）利用小型振動臺進行了k _ 0固結狀態下粉土的振動液化模擬研究，通過分析正弦荷載作用下的試驗資料，驗證了粉土的孔隙水壓力增長模式的合理性；從微分方程推導了基於土體振動臺模型試驗的相似律，並從模型實體、孔壓時程曲線和相似律等方面做出了分析，得出了如下結論：在小型振動臺試驗中，模型箱中的粉土都發生了液化，液化的時刻和輸入加速度幅值有關，而對頻率的變化不太敏感；粉土在相當於8 9度地震烈度的加速度幅值作用下可能產生嚴重的液化；孔壓的增長曲線形狀與施加的荷載有關：當施加荷載為由小到大的形式時，曲線形狀為上凹的曲線；當施加荷載為等幅的正弦荷載或荷載幅值由大到小時，曲線形狀為上凸的曲線，且逐漸趨于穩定。 -
Saturated sand are testes in the laboratory under the undrained cyclic loading condition with static - dynamic dual purpose triaxial compression test apparatus, which is designed under the cooperation of hohai university and marui co. ltd japan. the results indicate that the stress path approaches from a initial stress point to the failure lines as cyclic loading goes on, and eventually converges on a certain limiting stress path in the vicinity of the failure lines. the stress - strain curve, however, does not converge on a closed hystersis loop ; the shear strain rapidly increases in looser sand or gradually and continually increases in denser sand
利用河海大學與日本圓井株式會社共同研製的新型的多功能靜動三軸儀進行了飽和砂土循環扭剪不排水試驗，研究表明，對于松砂，剪應變幅度快速地由微小增加到百分之幾甚至百分之十幾，對于緊砂，剪應變幅度逐漸地由微小增加到百分之幾甚至百分之十幾；經試驗初步研究表明用初始有效平均正應力歸一化的有效應力路徑很好的一致性。 -
( 1 ) systematic triaxial compression tests are made for the sand reinforced by various national geosynthetics. comprehensive investigations into the interaction characteristics are also made between sand / lime fly ash and various national geosynthetics by direct shear tests and pull out tests, which can help choosing geosynthetic type and understanding the geosynthetic reinforcement mechanism ; ( 2 ) this paper is also firstly systematically presents the results of a comprehensive investigation into the interaction characteristics between lime fly ash and various national geosynthetics ; ( 3 ) by non - linear fem, the influence of the modulus of geosynthetics, the thickness of the soft ground and the width of the foundation on the effectiveness of geosynthetic reinforcement are also studied ; ( 4 ) the main conclusions are as followed : ( geotextiles are likely to be suited for projects allowing high displacement, polyester warp knitting geogrids and oriented geogrids for projects allowing medium displacement, glass fiber geogrids for projects allowing low displacement and geonets for secondary projects. ( the confining effect of fill material to act on different kinds of geosynthetics varies largely, which must be considered
（ 1 ）本文利用三軸壓縮試驗，比較各種國產土工合成材料對砂土的加筋效果；利用直剪試驗和拉拔試驗，比較各種國產土工合成材料與砂土或石灰粉煤灰的界面摩擦特性，深入研究土工合成材料的加筋機理，首次明確提出加筋土工合成材料的選型原則； （ 2 ）本文首次系統地研究了石灰粉煤灰與各種國產土工合成材料的界面摩擦特性； （ 3 ）本文採用有限元法，系統研究了加筋模量、軟土地基厚度、基礎寬度等因素對土工合成材料加固軟土地基效果的影響； （ 4 ）本文主要結論如下： （無紡土工織物適合用於允許大變形的加筋土工程；滌綸纖維經編土工格柵和塑料拉伸土工格柵適合用於對變形有較嚴格要求的加筋土工程；玻璃纖維經編土工格柵適合用於對變形有嚴格要求的加筋工程；土工網適合用於低等級的加筋土工程。 -
The mechanics properties of two type of the lwts mixed with different foamed plastic beads are researched by the uniaxial compression test, the isotropic compression test and the triaxial compression test
本文對添加不同種類泡沫塑料顆粒的輕質混合土試樣進行了無側限抗壓強度試驗、等向壓縮試驗及三軸剪切試驗。 -
Standard test method for consolidated undrained triaxial compression test for cohesive soils
對粘性土壤進行壓密不排水三軸壓縮試驗的標準試驗方法 -
Based on a series of laboratory tests with undisturbed samples obtained from nansha of guangzhou, including triaxial compression test, triaxial creep test and one dimensional compression test, creep deformation characteristics of soft soils were researched
摘要針對廣州南沙原狀軟土進行了一系列室內試驗研究，包括三軸壓縮試驗、三軸蠕變試驗和一維固結試驗，系統地探討了軟土的蠕變變形特性。 -
Above all, based on analyzing the structure characteristics and its developing mechanism, the cement structural loess is made in laboratory, and the structure characteristics of intact loess and man - made cement structural loess are studied with confined compression test and triaxial compression test
本文首先在對黃土結構性及其形成機理進行分析的基礎上，用水泥作為粘結材料製成人工結構性黃土試樣，並通過側限壓縮試驗、三軸壓縮試驗對原狀黃土和人工水泥結構性黃土的結構性進行了研究。 -
Preliminary research on creep and dynamic characteristics, which are two important properties of asphalt concrete cores for embankment dams, through triaxial compression creep tests and dynamic triaxial test with the aid of the viscoelastic theory and the soil dynamics theory
本文通過三軸壓縮蠕變試驗和振動三軸試驗，藉助粘彈性理論和土動力學理論，對土石壩瀝青混凝土心墻材料的兩個重要性質? ?蠕變性能和動力特性進行了初步的研究。 -
Based on stress control triaxial compression test and consolidation test, the indeterminacy of test result for rockfill was studied
摘要依據堆石料壓縮試驗和應力式三軸試驗成果，對堆石料力學試驗中的不確定性進行了論述。 -
Creep property of undisturbed and reconstituted japanese clay was presented based on drained triaxial compression tests
摘要研究了黏土的未擾動和重塑土樣在三軸排水剪切試驗條件下的蠕變特性。 -
Testing study on fatigue deformation law of red - sandstone under triaxial compression with cyclic loading
周期荷載作用下紅砂巖三軸疲勞變形特性試驗研究 -
The equipments employed to carry out the tests are a conventional triaxial cell and oedometer. the experimental program consists of five groups of different samples, of which each group has four samples. both consolidated drained and consolidated undrained triaxial compression tests, isotropic consolidation and 1 - d consolidation tests are performed
試驗共分5組，每組有四個試樣，試樣對應的試驗條件分別是固結排水、固結不排水壓縮試驗，固結的情況又分為各相同性固結和一維固結。 -
Through a large number of unconfined compression tests and triaxial compression tests, the strength property and the water - stability of the lime - loess was analyzed. some laws about the strength property of the lime - loess with different lime content and compaction work varying with time were developed
本文通過大量灰土試樣的無側限和三軸試驗，對灰土強度的影響因素和水穩定性做了一定的研究，得到了灰土強度與齡期、配灰比、擊實功之間的一些規律。 -
Abstract : in this paper, on the basis of three drill holes and forty - two buckets undisturbed samples of life rubbish in the sanitary fill field of tianziling ， hangzhou, china, the tests to determine its composition ， physical properties and organic content as well as triaxial compression test had been accomplished. the conclusions of this paper can be applied to the stability analysis and deformation calculation of the sanitary to use it as the building foundation
文摘:用杭州天子嶺生活垃圾衛生填埋場的三個鉆孔42桶原狀土樣，進行了室內生活垃圾的成份分析、物理性質指標測定、有機質含量試驗及三軸剪切試驗，對試驗結果進行了分析與整理，這些結論可為生活垃圾衛生填埋場的穩定性分析、變形計算及其作為建築地基的可行性研究提供必要的數據。
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