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1)  liquefaction strength
液化强度
1.
By means of soil dynamic tests (cycle triaxial test resonant test) of the soil samples undisturbed, soil dynamic modulus curves and liquefaction strength curves are given, the nonlinear mechanical model of Nantong soil mass have been established, instu modifying methods of liquefaction strength are also been discussed.
本文通过原状(砂)土体的循环三轴试验和共振柱试验得出了本区土体动弹模量曲线及液化强度,建立了南通市土体的非线性力学模型及其数学表达式,并讨论了室内液化强度的现场修正方法。
2.
The influence degree of the vibration frequency on liquefaction strength value is studied.
采用"土工静力-动力液压三轴-扭转多功能剪切仪"对饱和砂土进行了一系列动三轴实验,探讨了振动频率对液化强度数值的影响程度。
2)  liquefaction resistance
抗液化强度
1.
How to properly evaluate the in-situ liquefaction resistance of saturated sand strata
如何正确评价原位饱和砂土的抗液化强度
2.
The study result has shown that when the fines content is about 35 %,the liquefaction resistance of tailings is the best.
该式可以分析不同细粒含量的尾矿材料的抗液化强度,提高尾矿坝液化判别方法的判别准确程度。
3.
The relativity between the shear wave velocity and the liquefaction resistance of undisturbed and remolded loose saturated silt is analyzed by a kind of combined test apparatus on which shear wave velocity and dynamic triaxial test of soil specimen.
采用剪切波速与振动三轴联合试验装置,分析了原状和重塑饱和松散粉土的抗液化强度与剪切波速之间的相关性。
3)  cyclic liquefaction resistance
抗液化强度
1.
Experimeatal study on quantitative relationship between shear wave velocity and cyclic liquefaction resistance of saturated sand;
饱和砂土的剪切波速与其抗液化强度关系研究
2.
The effect of the shear wave velocity on the cyclic liquefaction resistance of saturated loose sands (silts) has been studied using a new cyclic triaxial system with measurements of shear wave velocity.
在饱和砂(粉)土的震动液化研究中,剪切波速对土的抗液化强度和结构性影响的研究是一个尚未解决的问题。
4)  liquefaction resistance of soil
土的液化强度
5)  cyclic resistance ratio(CRR)
抗液化强度(CRR)
6)  liquefaction resistance of sands
砂土抗液化强度
补充资料:表光合强度(见光合强度)


表光合强度(见光合强度)
forecast of sowing or transplanting time

b iaoguanghe qiangdu表光合强度见光合强度
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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