... initial shear stress ratio 初始剪应力比 Constant Stress Ratio 等应力比 stress ratio, 应力比 ...
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To simulate the deformation of soils in fill construction, it is necessary to build up the constructive model under the stress path of constant ratio of principal stress.
为了模拟填土工程中土体的变形，需要建立在等主应力比应力路径下的本构模型。
The ratio between the Reynolds stress and the turbulence energy in the inner regime of the mixing layer keeps almost constant.
但雷诺切应力与湍能的比值在混合层中心却保持不变。
It was indicated by the existing researches that the principal stress ratio in the stress path of rockfill DAMS kept constant during the period of dam construction.
已有研究表明，土石坝内堆石料在填筑期的应力路径可近似为等应力比的路径。
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