Tensile strength of frozen loess varying with strain rate and temperature;
冻结黄土抗拉强度与应变率和温度的关系
The paper advances some new development of artificially frozen loess in uniaxial creep test.
人工冻结黄土微观损伤方式形态规模与冰晶位错形式相仿,均以旋形位错为主。
Experimental Study on Structural Strength and Shear Strength of the Unsaturated Loess;
非饱和黄土结构强度与抗剪强度的试验研究
Relationship between Structural Strength and Structural Yield Pressure of Loess;
黄土的结构强度及其与结构屈服压力的关系
Study on Optimization of Deep Excavation in the Collapsible Loess Area;
湿陷性黄土深基坑支护结构优化研究
The Structure Status and Effect of Topsoil in Loess Plateau;
黄土地区表层土壤结构状况与效应研究
The Situation and Effect Factor of Soil Structure in Loess Plateau;
黄土高原土壤结构性状及影响因素分析
Research for Division of Regional Land-use Structure in the East Gansu Loess Plateau;
黄土丘陵沟壑区土地利用结构的地域分异研究
The Regional Environment of Forming Microstructure of Loess and Mechanisms of Its Seismic Subsidence
黄土微观结构的区域成土环境与震害机理研究
Research on meso-structures and their evolution laws of expansive soil and loess
膨胀土和黄土的细观结构及其演化规律研究
The Characteristics of Deformation and Strength of Staturated Structural K_0-Consolidated Loess;
饱和结构性K_0固结黄土的变形强度特性研究
Analysis of the use structure of land and evolution in Shanghuang experimential area in the loess hilly region;
黄土丘陵固原上黄试区土地利用结构演变过程分析
The Structural Property Studies of the Unsaturated Loess and Its Elasto-Plastic Model Studies;
非饱和黄土的结构性及其弹塑性本构模型研究
Research on the Elastic-Plastic Constitutive Relation of Loess Considering Structure;
考虑结构性的黄土弹塑性本构关系探讨
Soil structure is brown loam over red/yellow clay with underlying shale.
土壤结构为咖啡色壤土覆盖红/黄黏土，基底为页岩。
Study on the Land Structure and Land Resource Utilized Reasonably in the Longdong Region of Loess Plateau;
陇东黄土高原土地结构特征与土地资源的合理利用对策
Conversion Accuracy Between DEMs of Different Data Structure in Loess Hill and Gully Area
黄土丘陵沟壑区不同数据结构DEM转换精度研究
Research on Rural Settlement Development and Spatial Structure in Loess Hilly Area;
黄土丘陵区乡村聚落发展及其空间结构研究
The Study on Mechanical Property and Microstructure of Compactrd Cement-Loess;
夯实水泥黄土力学性质与微观结构研究
Study on Stability of the Rock and the Liner Structure in the Loess Doubled-arch Tunnel;
黄土连拱隧道围岩与支护结构稳定性研究