摘要
广州市地下铁道一号线工程车辆段位于软土地基上，为防止软土地基病害，对不同性质的软土进行了大量的土工分析测试。以此为基础，对其工程地质条件和建筑适应性进行了评价，对不良地基土层提出了相应的工程处理措施。
The rolling-stock station of No．1 line of Gongzhou subway is located on soft soil groundIn order to prevent from the harmful problems caused by soft ground a lot of soil tests were conducted for soft soils of different properties. On this basis the engi－neering geological condition of soft soil and its adaptability to construstion were e－valuated，and the treatment methods were proposed for bad soil layers of ground.
出处
《地质灾害与环境保护》
1995年第2期42-45,23,共5页
Journal of Geological Hazards and Environment Preservation
