侧限抗压强度试验的英文

• confined compression strength test

• 侧    slant; sloping
• 抗压强度    compression strength; compre ...
• 试验    experiment; test; trial
• 无侧限抗压强度试验    unconfined compression strength test; unconfined compressive strength test
• 室内土工试验无侧限抗压强度试验    unconfined compression strength test
• 侧限抗压强度    confined compressive strength; strength under peripheral pressure
• 无侧限抗压强度    unconfined compression strength; unconfined compressive strength
• 有侧限抗压强度    confined compressive strength
• 抗剪强度无侧限抗压强度    unconfined compression strength
• 抗压强度试验    compressive strength test
• 垂直抗压强度试验    end crush test
• 轴心抗压强度试验    test of axial compressive strength
• 极限抗压强度    compressive ultimate strength; final crushing strength; ultimate compression strength; ultimate compressive strength
• 无侧限抗压试验    unconfined compression test
• 弹性极限抗压强度    crushing strength at elastic limit
• 干压强度试验    dry compression test
• 环压强度试验    richle test; rind crush test
• 耐压强度试验    voltage with stand test
• 气压强度试验    air pressure test for strength
• 水压强度试验    water pressure test for strength
• 油压强度试验    oil pressure test for strength
• 不透性石墨材料抗压强度试验方法    test method for compressive strength of impermeable graphite meterials
• 混凝土管用混凝土抗压强度试验方法    test methods of the concrete compressive strength of concrete pipes for water
• 木材顺纹抗压强度试验方法    method of testing in compressive strength parallel to grain of wood
• 陶瓷材料抗压强度试验方法    standard test method for compressive resistance ceramic materials

• Unconfined compression strength test
  室内土工试验无侧限抗压强度试验
• Many beating experiments of different quality of added lime and unlimited compress strength experiments of different time have been made
  为了研究掺石灰对膨胀土的影响，进行了不同掺灰率的击实试验和不同龄期的石灰土无侧限抗压强度试验。
• Many beating experiments of different quantity of added lime and unlimited compress strength experiments of different protective time have been made
  为了研究掺石灰对膨胀土的影响，进行了不同掺灰率的击实试验和不同龄期的石灰土无侧限抗压强度试验。
• 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
  本文对添加不同种类泡沫塑料颗粒的轻质混合土试样进行了无侧限抗压强度试验、等向压缩试验及三轴剪切试验。
• 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
  通过无侧限抗压强度试验，得到石灰土无侧限抗压强度与掺灰量的关系及龄期对石灰土无侧限抗压强度的影响，同时对石灰改善膨胀土的机理作探讨。
• 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
  通过无侧限抗压强度试验，得出了石灰土无侧限抗压强度与掺石灰量的关系及龄期对石灰土无侧限抗压强度的影响，同时对石灰改善膨胀土的机理作进一步的探讨。
• 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
  通过对水泥?水玻璃加固土的无侧限抗压强度试验，以及用不同酸碱性水制成与养护的固结土所进行强度对比试验，得出软土的物理力学性质指标与加固土的抗压强度之间存在一定的相关关系，即随着含水量、孔隙比、孔隙度、液塑限及液性指数的增加，水泥?水玻璃加固土的抗压强度相应地降低；而随着原状土的容重、压缩模量的增加，水泥土的抗压强度也随之增加。
• 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
  在总结纳米材料在水泥基材料中的应用现状以及应用前景的基础上，本文首先分析了三种纳米矿粉的微结构特性及其与普通矿粉的微结构特性异同；通过水泥土室内无侧限抗压强度试验，探讨了纳米矿粉掺入比和龄期对水泥土强度的影响规律。
• 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
  采用水泥和粉煤灰为固化剂在室内进行其配合比试验，对含水量不同的软粘土制成不同掺入比的水泥土以及对含水量值固定的软粘土制成水泥、粉煤灰掺入量分别不同的水泥-粉煤灰加固土，并在不同龄期时进行无侧限抗压强度试验；运用x射线衍射和扫描电子显微镜技术，对水泥土及水泥-粉煤灰加固软土的微观结构和机理进行分析。