側(cè)限抗壓強(qiáng)度試驗(yàn)的英文

發(fā)音:

英文翻譯
造句

confined compression strength test

側(cè) slant; sloping
抗壓強(qiáng)度 compression strength; compre ...
試驗(yàn) experiment; test; trial
無側(cè)限抗壓強(qiáng)度試驗(yàn) unconfined compression strength test; unconfined compressive strength test
室內(nèi)土工試驗(yàn)無側(cè)限抗壓強(qiáng)度試驗(yàn) unconfined compression strength test
側(cè)限抗壓強(qiáng)度 confined compressive strength; strength under peripheral pressure
無側(cè)限抗壓強(qiáng)度 unconfined compression strength; unconfined compressive strength
有側(cè)限抗壓強(qiáng)度 confined compressive strength
抗剪強(qiáng)度無側(cè)限抗壓強(qiáng)度 unconfined compression strength
抗壓強(qiáng)度試驗(yàn) compressive strength test
垂直抗壓強(qiáng)度試驗(yàn) end crush test
軸心抗壓強(qiáng)度試驗(yàn) test of axial compressive strength
極限抗壓強(qiáng)度 compressive ultimate strength; final crushing strength; ultimate compression strength; ultimate compressive strength
無側(cè)限抗壓試驗(yàn) unconfined compression test
彈性極限抗壓強(qiáng)度 crushing strength at elastic limit
干壓強(qiáng)度試驗(yàn) dry compression test
環(huán)壓強(qiáng)度試驗(yàn) richle test; rind crush test
耐壓強(qiáng)度試驗(yàn) voltage with stand test
氣壓強(qiáng)度試驗(yàn) air pressure test for strength
水壓強(qiáng)度試驗(yàn) water pressure test for strength
油壓強(qiáng)度試驗(yàn) oil pressure test for strength
不透性石墨材料抗壓強(qiáng)度試驗(yàn)方法 test method for compressive strength of impermeable graphite meterials
混凝土管用混凝土抗壓強(qiáng)度試驗(yàn)方法 test methods of the concrete compressive strength of concrete pipes for water
木材順紋抗壓強(qiáng)度試驗(yàn)方法 method of testing in compressive strength parallel to grain of wood
陶瓷材料抗壓強(qiáng)度試驗(yàn)方法 standard test method for compressive resistance ceramic materials

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例句與用法

Unconfined compression strength test
室內(nèi)土工試驗(yàn)無側(cè)限抗壓強(qiáng)度試驗(yàn)
Many beating experiments of different quality of added lime and unlimited compress strength experiments of different time have been made
為了研究摻石灰對(duì)膨脹土的影響，進(jìn)行了不同摻灰率的擊實(shí)試驗(yàn)和不同齡期的石灰土無側(cè)限抗壓強(qiáng)度試驗(yàn)。
Many beating experiments of different quantity of added lime and unlimited compress strength experiments of different protective time have been made
為了研究摻石灰對(duì)膨脹土的影響，進(jìn)行了不同摻灰率的擊實(shí)試驗(yàn)和不同齡期的石灰土無側(cè)限抗壓強(qiáng)度試驗(yàn)。
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(duì)添加不同種類泡沫塑料顆粒的輕質(zhì)混合土試樣進(jìn)行了無側(cè)限抗壓強(qiáng)度試驗(yàn)、等向壓縮試驗(yàn)及三軸剪切試驗(yàn)。
On basis of the data of unlimited compress strength experiments , the paper gets the relationship between unlimited compress strength of lime - soil and the quantity of added lime . the paper also discusses the reason why the lime can dispel the expansive and shrink quality of expansive soil
通過無側(cè)限抗壓強(qiáng)度試驗(yàn)，得到石灰土無側(cè)限抗壓強(qiáng)度與摻灰量的關(guān)系及齡期對(duì)石灰土無側(cè)限抗壓強(qiáng)度的影響，同時(shí)對(duì)石灰改善膨脹土的機(jī)理作探討。
On basis of the data of the unlimited compress strength experiments , the paper gets the relationship between unlimited compress strength of lime - soil and the quantity of added lime . the paper also discusses the reason why the lime can dispel the expansive and shrink quantity of expansive soils
通過無側(cè)限抗壓強(qiáng)度試驗(yàn)，得出了石灰土無側(cè)限抗壓強(qiáng)度與摻石灰量的關(guān)系及齡期對(duì)石灰土無側(cè)限抗壓強(qiáng)度的影響，同時(shí)對(duì)石灰改善膨脹土的機(jī)理作進(jìn)一步的探討。
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(duì)水泥?水玻璃加固土的無側(cè)限抗壓強(qiáng)度試驗(yàn)，以及用不同酸堿性水制成與養(yǎng)護(hù)的固結(jié)土所進(jìn)行強(qiáng)度對(duì)比試驗(yàn)，得出軟土的物理力學(xué)性質(zhì)指標(biāo)與加固土的抗壓強(qiáng)度之間存在一定的相關(guān)關(guān)系，即隨著含水量、孔隙比、孔隙度、液塑限及液性指數(shù)的增加，水泥?水玻璃加固土的抗壓強(qiáng)度相應(yīng)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(qiáng)度也隨之增加。
Based on analysis on research existing status and application foreground of nanometer materials in cemented based material , the paper firstly discusses the microstructure properties of the three nanometer materials and compares them with the corresponding ordinary crystals . by unconfining compression strength tests of the cemented soil stabilized with the nanometer materials , influencing rules of nanometer material addition ratio and curing period on the strength are individually analyzed
在總結(jié)納米材料在水泥基材料中的應(yīng)用現(xiàn)狀以及應(yīng)用前景的基礎(chǔ)上，本文首先分析了三種納米礦粉的微結(jié)構(gòu)特性及其與普通礦粉的微結(jié)構(gòu)特性異同；通過水泥土室內(nèi)無側(cè)限抗壓強(qiáng)度試驗(yàn)，探討了納米礦粉摻入比和齡期對(duì)水泥土強(qiáng)度的影響規(guī)律。
Match ratio tests are done by using cement and fly - ash as curing agent , which include making soft clay with different water content into different mixing ratio cement - stabilised clay , and mixing cement and fly ash to make different cement - fly ash stengthened clay to soft clay with ascertaining water content . afterwards unconfined compression strength is tested at different curing age . the microstructures and mechanisms of cement soil and cement - fly ash soil are studied by mean " , of x - ray and scanning electron microscope ( sem ) technology
采用水泥和粉煤灰為固化劑在室內(nèi)進(jìn)行其配合比試驗(yàn)，對(duì)含水量不同的軟粘土制成不同摻入比的水泥土以及對(duì)含水量值固定的軟粘土制成水泥、粉煤灰摻入量分別不同的水泥-粉煤灰加固土，并在不同齡期時(shí)進(jìn)行無側(cè)限抗壓強(qiáng)度試驗(yàn)；運(yùn)用x射線衍射和掃描電子顯微鏡技術(shù)，對(duì)水泥土及水泥-粉煤灰加固軟土的微觀結(jié)構(gòu)和機(jī)理進(jìn)行分析。

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