摘要
基于半解析法研究了超固结饱和土的一维固结问题,采用Fortran语言编制相应的计算程序ODLCAOS,并利用该程序对超固结饱和土的一维固结性状进行了分析。研究表明,与传统的Terzaghi固结理论所描述的不同,超固结饱和土的超静孔压消散速率与沉降发展速率并不一致,荷载和先期固结压力的大小均对固结速率有明显影响。
The problem of one-dimensional consolidation of over-consolidated saturated soil is studied based on semi-analytical method. The relevant computer code ODLCAOS is developed by Fortran programming. By using this program, the one-dimensional consolidation behavior of over-consolidated soil is investigated. It is shown that, unlike this described by traditional Terzaghi's consolidated theory, the rate of excess pore water pressure dissipating is different from that of settlement developing, and both the magnitude of load and that of pre-consolidated pressure have significant influence on the rate of consolidation.
出处
《科技通报》
2005年第1期23-29,共7页
Bulletin of Science and Technology
基金
国家自然科学基金资助项目(50079026)
国家教育部高校博士点基金资助项目(20030335027)
关键词
土木建筑工程
一维固结
应力历史
超固结土
半解析法
civil engineering and building construction
one-dimensional consolidation
stress history
over-consolidation
semi-analytical method
