2) anisotropic consolidation
非均等固结
1.
Simplified incremental formula for estimating pore water pressure of saturated sands under anisotropic consolidation;
非均等固结下饱和砂土孔压增量简化计算公式
2.
A new formula for evaluating the maximum dynamic shear modulus of the sand under the anisotropic consolidation is presented by using the resonant column method.
采用共振柱试验方法,提出了一个非均等固结下砂土最大动剪切模量新的增长公式。
3) three-directional anisotropic consolidation
三向非均等固结
1.
The soil static and dynamic universal triaxial and torsional shear apparatus is employed to perform drained cyclic torsional shear tests of saturated Fujian standard sand under initial conditions of isotropic consolidation or three-directional anisotropic consolidation.
利用土工静力-动力液压三轴-扭转多功能剪切仪,针对饱和福建标准砂,在各向均等与三向非均等固结条件下,进行了排水循环扭剪试验。
2.
The soil static and dynamic universal triaxial and torsional shear apparatus newly developed in Dalian University of Technology is used to perform the experimental tests of Fujian standard loose sand subjected to combined shear loading which can simulate the rotation in principal stress direction induced by ocean wave under the three-directional anisotropic consolidation condition.
利用新研制的“土工静力-动力液压三轴-扭剪多功能剪切仪”,针对福建标准松砂,在三向非均等固结条件下,进行了能够模拟海洋波浪荷载作用下主应力轴连续旋转的循环耦合剪切试验。
5) equalized consolidation
固结等效
6) isotropic consolidation
等压固结
1.
Based on the results,a practical strain model of dynamic pore water pressure under isotropic consolidation was proposed.
等压固结条件下,动应力和固结压力对动孔压比与动应变比的关系影响较小,动孔压发展规律可近似用同一模型表示。
2.
On the basis of the framework of Duncan E~v model,an elasto-plastic constitutive model was derived by fitting the data of triaxial compression tests under CTC stress path on isotropic consolidation condition.
基于DuncanE~ν双曲线模型,对等压固结条件下CTC应力路径三轴实验数据进行了数据拟合,得到了该条件下的非线性应力应变关系,并将卸载-再加载试验曲线的平均斜率作为卸载模量,引入了加卸载函数作为判定加卸载的准则。
补充资料：不贪珍味，美恶均等
【不贪珍味，美恶均等】
谓如来乞食，入诸聚落，随施所得，不贪珍味，若美若恶，而无分别，是名不贪珍味，美恶均等。
谓如来乞食，入诸聚落，随施所得，不贪珍味，若美若恶，而无分别，是名不贪珍味，美恶均等。
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