1.
On the Stress-Strain-Strength Characteristics of Quasi-Overconsolidated Clay
拟似超固结粘土的应力-应变-强度特性
2.
Laboratory Determination of One-Dimensional Linear Over-Consolidation Computational Parameters of Soft Soil
超固结土的一维固结计算参数及其测定
3.
Experimental Verification of One-Dimensional Linear Over-Consolidation Theory
超固结土的一维固结理论及其试验研究
4.
To cause to solidify or coagulate or to undergo a process likened to solidification or coagulation.
使凝结使固化或凝结或使经历类似于固化或凝结的过程
5.
Characterization of Solid Superacid Zr(SO_4)_2/TiO_2;
Zr(SO_4)_2/TiO_2固体超强酸的结构表征
6.
(ii)The ultrastructure variation of mutants Lil and Li2 with fuzz-supershort lint was basically alike.
(2)有绒超短絮的Li_1与Li_2超微结构特征变化基本相似，归为第二类；
7.
Shear Strength Behavior of Over-consolidation Clay in Ring Shear Tests;
利用环剪仪对超固结黏土抗剪强度特性的研究
8.
Comment on Wang Li-zhen s Poetry Anthology To Recall the West of Bridge;
“乡园情结”的固守与超越——评王理振诗集《再记桥西》
9.
Acousto-Ultrasonic Testing for Bond Quality in Solid Rocket Motor Structure
固体火箭发动机结构粘接质量的声-超声检测
10.
RESEARCH ON CONSOLIDATION CHARACTERISTICS AND ORIGIN OF THE YELLOW RIVER ESTUARY SEDIMENTS
黄河三角洲沉积物超固结特征及其成因
11.
Study of monotonic and coupling cyclic shear characteristics of overconsolidated clay
超固结黏土单调和耦合循环的剪切特性研究
12.
Analysis of dynamic strength and deformation of Wenzhou overconsolidated soft clay under cyclic loading
循环荷载下温州超固结软土动强度与变形分析
13.
Shear strength behavior of overconsolidated clay in ring shear tests
采用环剪仪对超固结黏土抗剪强度特性的研究
14.
"M" METHOD MODIFICATION BASED ON FUNCTION TO SOLVE CU INDEXES OF OVERCONSOLIDATION COHESIVE SOIL
基于超固结黏性土CU指标求解函数的“m”法修正
15.
Model Test and Numerical Simulation of Segment Lining for Nanjing Changjiang Tunnel;
南京长江隧道超大断面管片衬砌结构相似模型试验与数值分析
16.
Study of Ultrastructure and Molecular Identification of the Related Species of Cuscuta;
菟丝子属近似种的超微结构与分子鉴定技术的研究
17.
A Comparison between B-splines Calculation with Adiabatic Approximation of Energy in a Superstrong External Magnetic Field;
超强磁场中H_2~+能级的B样条计算与绝热近似结果的比较
18.
So far, it is suggested that the calculation could be available for control exploiting the groundwater by use of parameter of prophase consolidation pressure of over-consolidated soils.
为此,提出了用超固结土的前期固结压力作为控制地下水开采量的计算方法。