摘要
根据山东省中部济南、淄博、泰安等地区湿陷性黄土室内动力试验和现场强夯加固施工的实测数据提出了鲁中湿陷性黄土的土质—夯击能—应变(沉降量及影响深度)—地基承载力的相互关系及其变化规律。
According to the actual data obtained from the indoor dynamic test and the on-site tamping reinforcement construction for the wet and sunken loess in the middle parts of Shandong province such as Jinan Zibo Tai'an this paper proposes the interrelation and the changing pattern among the soil quality of the middle Shandong wet and sunken loess dynamic stress the tamping power strain the settlement and influence depth and bearing power of the ground.
出处
《山东交通学院学报》
CAS
2002年第3期54-57,共4页
Journal of Shandong Jiaotong University