unconfined compression中文是什么意思

• 无侧限抗压强度
• 无侧限压缩
• 无围压压缩

• "unconfined"中文翻译    adj. 1.无拘束的；自由的；无限制的。 2.(头发等 ...
• "compression"中文翻译    n. 1.压缩；压紧；浓缩，紧缩。 2.加压；压抑。 3 ...
• "immersion unconfined compression test" 中文翻译 :    浸水抗压试验; 浸水无侧限压缩试验
• "unconfined compression apparatus" 中文翻译 :    无侧限压缩仪; 无侧限压缩装置; 无围压缩试验仪
• "unconfined compression strength" 中文翻译 :    抗剪强度无侧限抗压强度; 无围压缩强度
• "unconfined compression strength test" 中文翻译 :    室内土工试验无侧限抗压强度试验; 无侧限抗压强度试验
• "unconfined compression test" 中文翻译 :    无侧限抗压试验; 无侧限压缩试验; 无围压缩试验
• "unconfined" 中文翻译 :    adj. 1.无拘束的；自由的；无限制的。 2.(头发等)松散的。
• "unconfined aquifer" 中文翻译 :    无压含水层
• "unconfined avalanche" 中文翻译 :    无约束雪崩
• "unconfined blast" 中文翻译 :    敞口吹风
• "unconfined blasting" 中文翻译 :    外部装药爆破
• "unconfined charge" 中文翻译 :    无约束药包
• "unconfined condition" 中文翻译 :    无约束条件
• "unconfined explosion" 中文翻译 :    无限制爆炸
• "unconfined flow" 中文翻译 :    非承压流; 非承压水流; 非拘限流; 无压流; 自由流动
• "unconfined groundwater" 中文翻译 :    非承压地下水; 非拘限地水; 自由地下水；无压地下水
• "unconfined mixture" 中文翻译 :    无限制混合物
• "unconfined specimen" 中文翻译 :    无侧限试件
• "unconfined stream" 中文翻译 :    无约束流; 无约束水流
• "unconfined water" 中文翻译 :    地下水; 非承压地下水; 非承压水; 自由地下水；无压地下水
• "be in compression" 中文翻译 :    受压（缩）
• "compression" 中文翻译 :    n. 1.压缩；压紧；浓缩，紧缩。 2.加压；压抑。 3.(表现的)简练。 4.应压试验。 compression of ideas 思想的概括。 compression of the earth 地球椭[扁]率。
• "in compression" 中文翻译 :    受压
• "saturated unconfined flow" 中文翻译 :    饱和非承压流

• Method for unconfined compression test of soils
  土壤无侧限抗压的试验方法
• Unconfined compression strength test
  室内土工试验无侧限抗压强度试验
• Soil - investigation and testing - unconfined compression test
  土壤.调查和检验.无侧限压缩试验
• Unconfined compression test
  无侧限压缩试验
• Geotechnical investigation and testing - laboratory testing of soil - part 7 : unconfined compression test on fine - grained soil iso ts 17892 - 7 : 2004 ; german version cen iso ts 17892 - 7 : 2004
  土工调查和试验.土壤的实验室试验.第7部分:细粒土的
• 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
  本文通过大量灰土试样的无侧限和三轴试验，对灰土强度的影响因素和水稳定性做了一定的研究，得到了灰土强度与龄期、配灰比、击实功之间的一些规律。
• 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。
• The influences of the mixing amount of curing agent and curing age on the unconfined compression strength are discussed by determining the strength . by comparative study , it is concluded that the intensity of stabilized soil is the largest by using the stabilizer composed of 16 % cement mixing ratio and 40 % fly ash mixing amount , and it is reduced with growth of the water content of soft soil and is increased with growth of the cement mixing ratio and curing age
  通过测定水泥土及水泥-粉煤灰加固土的无侧限抗压强度，探讨固化剂掺量、龄期对抗压强度的影响；通过对比研究发现，当水泥掺入比为16 ，粉煤灰掺入量为水泥重的40时，加固土的强度最大，并且强度随着软土含水量的增加而降低，随着水泥掺入比、养护龄期的增长，水泥土及水泥-粉煤灰加固土的抗压强度也随之增加。
• Practices show that the compressive strength , the modulus of elasticity , the permeability coefficient and the compactness of concrete obtained respectively by the compaction method , the unconfined compression static compaction method , the sand trenching and filling method , and nuclear densimeters meet the requirement of design , and the mixing proportion of concrete of the side - wall is reasonable
  实践证明施工中用击实法、无侧限抗压静力压实法、挖坑灌砂法及核子密度仪分别检测出的边墙混凝土抗压强度、弹性模量、渗透系数和密实度值均满足设计要求，边墙混凝土配合比合理。