摘要
根据湖南地区的土工试验资料着重研究了粘性土的力学指标与物理指标的变异性及其相互间的关系 ,提出了有关的回归方程 。
Researches were conducted on the variability of physical and mechanical properties and their interrelation of clay soil, and the relevant regression equations are put forward, which can be used as a reference for revision of the code on foundation reliability and for evaluation of foundation strength.
出处
《铁道建筑技术》
2001年第1期49-51,共3页
Railway Construction Technology