1.
Research on Fields Coupling in Saturated Granular Soil Freezing Process;
饱和颗粒土冻结过程中的多场耦合研究
2.
any of various fine-grained silty soils that become waxy and very sticky mud when saturated with water.
任何细颗粒的淤泥土壤，饱和时柔软而黏稠。
3.
Experimental study of strength of frozen sandy soil under different water contents and temperatures
超饱和含水率和温度对冻结砂土强度的影响
4.
Uniaxial compressive strength of saturated frozen clay at constant strain rate
饱和冻结黏土在常应变率下的单轴抗压强度
5.
Research on the Experimentation of Mositure Movement in Unsaturate Loess Soil Considering Freezing
非饱和黄土冻结作用下水分迁移的实验研究
6.
Effects of freezing and thawing on the quality changes of aquatic product
冻结和解冻过程对水产品品质的影响
7.
Influence of Nano-Al_2O_3 Particles in Nickel Electro-crystallization Process
纳米Al_2O_3颗粒对镍电结晶过程的影响
8.
Effects of particle sizes on the N_2O emission of soil irrigated with nitrogen in freezing and thawing process
粒径对冻融过程中加氮灌溉土壤N_2O排放的影响
9.
Engineering Behaviors and Fine Content Effect of Unsaturated Sandy Soil
非饱和砂土工程性状的细粒效应试验研究
10.
granular snow formed by alternate thawing and freezing.
反复融化和冻结而形成的坚硬的颗粒状表层的雪。
11.
Water Migration in Unsaturated Frozen Morin Clay under Linear Temperature Gradients
线性温度梯度下非饱和冻结莫玲粘土中的水分迁移
12.
The Mechanical Properties Tests of Saturated Silty Soft Clay in Shanghai under Artificial Freezing Method;
人工冻结条件下上海饱和软粘土的力学特性试验研究
13.
Fractal dimension characteristic of soil particles during the grassland reclamation and protection
草地开发与保护过程中土壤颗粒分形特征
14.
Experimental and numerical analysis of jacked piles during installation in sand
砂土中静压桩沉桩过程试验研究与颗粒流模拟
15.
Evolution of pore structure of biomass particles during pyrolysis
生物质颗粒孔隙结构在热解过程中的变化
16.
Precise Time-integration Method of Solving One-dimensional Consolidation Equation for Saturation Soil
求解一维饱和土固结方程的时程精细积分方法
17.
Freezing-thawing Cycles and Salt Expansion Test of Crude Coarse Grain Clay Salty Soil
天然粗颗粒盐渍土多次冻融循环盐胀试验
18.
Primary Consolidation Theory of Saturated Soft Clay (Continuation):The Relationship between Clay's Water Content and Time during Primary Consolidation
饱水粘性土主固结理论(续):主固结过程粘性土含水量与时间的关系