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该专著是西安理工大学刘祖典等教授在长期科研和实践经验积累的基础上的撰编成果,理论与实践并重,汇编了众多的科研成果和实际工程资料,以最新发展起来的岩土弹塑理论为依据,系统地分析研究黄土的基本性质、湿陷变形与应力应变强度特性和本构关系,把这些基本理论和基本特性应用于解决黄土地基的压缩变形、湿陷变形、承载力、增稳措施的处理方法,黄土高陡边坡(路堑)的
The monograph is the result of long-term scientific research and practical experience accumulated by Professor Liu-Dian Liu and other professors of Xi'an University of Technology. Both the theory and the practice are equally important, and many scientific achievements and practical engineering materials are compiled. Based on the newly developed rock and soil elasto-plastic theory , And systematically analyze and study the basic properties of loess, the characteristics of collapse deformation, stress-strain strength and constitutive relations, and apply these basic theories and basic characteristics to solve the problems of compressive deformation, collapsible deformation, bearing capacity and stability of loess foundation Measures to deal with the loess high steep slope (cutting)