1) static penetration
静力贯入
1.
Finally,a simple static penetration device is made for evaluating the solidity of undisturbed soil on shear failure line of arch spring,and the ultimate thicknesses of shear action are analyzed at different heights based on the measured penetration curves.
采用自制的简易静力贯入设备对拱脚剪切线附近的原状土进行测定,基于实测锤尖贯入曲线,分析了桩间不同高度上拱脚的极限剪切作用厚度。
2) Static penetrating method
静力贯入法
3) static penetration test
静力贯入试验
4) penetration resistance
贯入阻力
1.
Numerical simulation of penetration resistance of T-bar penetrometer in soft clay
软土中T型触探仪贯入阻力的数值模拟
2.
There exists an evident turning point in the duration curve of penetration resistance versus time in the setting process of roller compacted concrete(RCC) in layer construction, and it coincides with the initial setting time of concret.
针对施工层面碾压混凝土凝结过程对外力的阻抗存在明显的转折点,且转折点所对应的时间即为初凝时间这一特点,通过研究环境温度、相对湿度及风速对碾压混凝土初凝时间和相应贯入阻力的影响规律,建立了相互关系的数学模型,提出了使用初凝时间和贯入阻力快速判断施工层面碾压混凝土凝结状态的方法。
3.
This method can be used to estimate the penetration resistance of.
考虑粒状土在高应力下的应力-应变-体变关系和非线性强度特性,依据孔扩张过程中的能量守恒和体变平衡原理,给出扩孔极限压力的解答,用于估算临界深度以下静力触探或桩尖的贯入阻力。
5) push-in force
贯入力
1.
The effects of sampling on the deformation of soil, the magnitude of push-in force and the change of pore-water pressure have been studied.
通过室内模拟试验,根据土体的变形、贯入力的变化以及孔隙水压力的比较分析进行研究,结果表明,连续性取土器能获取高质量的土样,效率较高,可以成为地层调查的重要工具。
6) specific penetration resistance
比贯入阻力
1.
Unconfined compression strength,vane shear strength and specific penetration resistance of static sounding are compared before and after pile-forming.
通过对比分析成桩前后软土的无侧限抗压强度、十字板强度和静力触探比贯入阻力,同时根据成桩过程中和成桩后的孔隙水压力和水平位移观测结果资料以及桩身垂直度和低应变检测结果,详细全面地分析了CFG桩成桩过程对桩间高灵敏度软土的影响。
2.
Based on a great deal of DMT tested data, on the bridge of specific penetration resistance Ps, the experiential formulae of estimating characteristic number fak of foundation soil s bearing capacity by DMT dilatometer modulus ED were given.
通过大量扁铲侧胀试验的测试数据,以静力触探比贯入阻力Ps为桥梁,建立了扁铲侧胀试验扁铲模量ED与地基承 载力特征值fak之间的经验公式,最后通过实测数据对本经验公式进行了验证。
补充资料：歼7飞机静力试验
歼7飞机静力试验
歼7飞机静力试验
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