cone penetration test发音

意思翻译

针入度试验；锥体贯入度试验；触探试验

相似词语短语

penetration───n.渗透；突破；侵入；洞察力

cone───vt.使成锥形；n.圆锥体，圆锥形；[植]球果；n.(Cone)人名；(英)科恩；(罗)科内；(塞)措内

penetration rate───穿进速率，焊透率；焊透率；[机]穿进速率；进尺速度

penetration pricing───渗透定价法

recession cone───[数]回收锥

cone in cone concretions───锥体间固结

cone in cone limestones───圆锥形石灰岩

cone in cone structure───叠锥构造

cone-in-cone structures───锥形结构

双语使用场景

static cone penetration test is applied here to the investigation of the ground of HefeiWuhu Expressway in the soft soil area.───在合芜高速公路软土地区公路工程地基勘察中初步应用静力触探的效果是显著的。

cone penetration test(CPT) can't be used in harder soil such as loess or in deeper soil because of the higher cone resistance and the limited capacity of the equipment of CPT.───静力触探机械设备提供的动力有限，使得静力触探技术无法应用于较硬土层或较深土层中（应力较高）。

It is proposed that according to statical cone penetration test, standard penetration test and borehole test, the reinforcement effect can be controlled and examined.───提出了通过静力触探试验、标准贯入试验和探井试验进行施工质量控制与加固效果检验的方法。

Comparative Study of Cone Penetration Test Parameters and Physicomechanical Properties of Soil Mass in the Tianjin Coastal Strata───天津沿海地层静力触探参数与土体物理力学性质对比研究

Static cone penetration test study of soft soils after vacuum preloading in Huanghua port area───黄骅港湾地区真空预压处理后地基静力触探研究

Application Of Static Cone Penetration Test In Geotechnical Engineering Investigation───静力触探试验在岩土工程勘察中的应用

To Determine the Ultimate Bearing Capacity of Natural Subsoil by Cone Penetration Test───用静力触探确定天然地基的极限承载力

Study on the Disturbance of Soil Mass Caused due to Shield Tunnelling by Static Cone Penetration Test───盾构法施工中土体扰动的静力触探试验研究

Application of Cone Penetration Test Technology for Construction in Soft Soil Subgrade on Highway───双桥静力触探在公路软土路基施工中的应用

英语使用场景

Cone Penetration Test ( CPT ) is a quick, continuous data, repeatable rapid operation in - situ testing method.

The result shows that it is feasible to use artificial neural network model to calculate the liquation index by static cone penetration test.

It is the most effective approach to calculate the vertical and the horizontal auto-correlation distance by using the static cone penetration test curve and the shear wave velocity respectively.