Study on one-dimensional consolidation of soil under cyclic loading and with varied compressibility

• 作 者: 庄迎春 谢康和
• 机 构: DepartmentofCivilEngineering
• 出 处: 浙江大学学报：A卷英文版
• 发表日期: 2005年2期
• 关键词: 可压缩性土壤 地基加固 循环装填 换土垫层法 Cyclic loading One-dimensional consolidation Semi-analy
• 基金项目: 国家自然科学基金，Doctoral Subject Research Fund of Ministry of Education

This paper presents a semi-analytical method to solve one dimensional consolidation problem by taking consideration of varied compressibility of soil under cyclic loading. In the method, soil stratum is divided equally into n layers while load and consoli