1) conventional triaxial test
常规三轴试验
1.
In this paper,conventional triaxial tests on artificial structured soil with various bondings and void ratios were carried out to analyze the effects of both factors on the mechanical behavior of the soil.
结构性土具有与重塑土不同的力学特性,为了探讨胶结和孔隙比等物理因素对其影响,该文对具有不同胶结强度和干密度的人工制备结构性土以及相应的重塑土进行了对比常规三轴试验。
2.
The different influences on tangent bulk modulus of conventional triaxial test and isotropic compression test were considered.
考虑了常规三轴试验和各向同性压缩试验对切线体积模量的影响。
3.
A series of conventional triaxial tests on artificial structured soil samples were carried out to investigate the influence of drainage condition on the breakage of samples and the formation of shear band.
利用人工制备结构性土样进行多组常规三轴试验,重点探讨排水条件对结构性土体破损过程和剪切带形成过程的影响。
2) general tri-axial test
常规三轴试验
1.
Based on the general tri-axial test results the nonlinear relationship formula between suction strength and saturated degree is presented.
以马兰黄土为例 ,对非饱和黄土的强度特性进行了常规三轴试验研究 ,根据试验结果 ,提出了非饱和黄土的吸力强度与饱和度之间的非线性关系表达式 ,并证实了非饱和黄土抗剪强度与含水量之间存在指数函数关系。
2.
Research of the strength characteristics of unsaturated red clay based on general tri-axial test;
以贵州毕节红粘土为例,对非饱和红粘土的强度特性进行了常规三轴试验研究。
3) Conventional Triaxial compression test
常规三轴压缩试验
5) routine test
常规试验
1.
Based on the nomograph by van der Poel, this paper deduces a general formulation with Penetration Index, PI, and the temperature difference between actual value and Softening Point (R&B), ΔT, as variables for the stiffness modulus of asphalt binders using routine test data, through regression analyses.
在范得普诺模图的基础上,以针入度指数PI和实际温度与软化点(环球法)的差ΔT为变量,通过回归分析,推演了基于常规试验数据的沥青劲度模量一般公式表达。
2.
Firstly, developing status of routine test of hydroelectric generation set and trouble diagnosing in China and abroad are introduced; Secondly, the article specifies the structure of CIMS and basic theory and technology.
文章首先介绍了水电机组常规试验及故障诊断国内外发展现状；然后给出了系统的结构框架和理论技术说明，本系统由监测装置和软件分析系统组成，信号处理采用了快速傅利叶变换和数字滤波技术；最后详细分析了系统功能，监测装置使用80C196KB和89C52单片机技术开发，监测软件使用Visual Basic 6。
6) triaxial compression test
三轴试验
1.
Study on reinforced tailing sand by triaxial compression test;
加筋尾矿砂的三轴试验研究
2.
The engineered treatment research of municipal solid waste (MSW) at a suburban building site was investigated in laboratory tests including sieve analyses, triaxial compression tests, simple shear tests, and isotropic consolidation tests to investigate the strength properties of municipal solid waste.
结合北京郊区某工地垃圾土地基的治理工程,对该场地垃圾土样的强度性质进行了室内试验,包括颗粒大小分析、三轴试验、单剪试验以及等向固结试验等。
3.
A series of laboratory triaxial compression tests on sand specimens reinforced with H-V orthogonal inclusions were carried out.
结合已完成的加筋土三轴试验,采用基于离散元理论的颗粒流软件(PFC2D)对试验进行了仿真模拟,较好地拟合了H-V加筋砂土三轴试验的应力–应变曲线,并通过观测颗粒的受力情况分析了H-V加筋砂土的受力机理。
补充资料：“大青花鱼”号常规动力高速试验艇
“大青花鱼”号是美国海军的常规动力高速试验艇，主要用于试验流体动力学。潜艇艇体第一次采用鲸鱼型的流线型，因而它比当时其它的常规潜艇速度快（水上25节，水下30节以上），机动性好。它成了美国和其它西方国家后来建造高速潜艇（不论是核潜艇还是常规潜艇）的主要标本。“大青花鱼”号经过几次改装，其中第三次改装将艉舵改成x型结构，也就是将以前的布置相对地转过45度，用以提高舵的效率。第四次改装采用了银锌电池和反转螺旋桨，大幅度提高了水下推进电机的单机功率，由6500马力提高到15000马力。此外，在“大青花鱼”号潜艇上还进行了声纳和其它许多设计方案的试验，试验取得明显效果的是艇型。美国的“鲣鱼”级攻击核潜艇就是采用了这种水滴形减小水下阻力达到高速性的。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条