节点文献
强夯填土地基的承载力和加载沉降变形特点
The Bearing Capacity and Load-Settlement Properties or Compacted Baekfill
【摘要】 文中介绍了三个场地强夯施工概况,载荷试验得出的承载力。得出结论,强夯后土层承载力不仅与单击夯能大小有关,而且与夯点布置有一定关系。现场载荷试验得出的沉降─压力和沉降─时间曲线有一定特点,认识这些特点有助于更合理的确定承载力值。
【Abstract】 After analyzing the construction processes and test results, it is derived that the bearing capacity of competed backfill is related to both the tamping energy and the tamping distribution. Besides, the load settlement curves and settlement curve have their own characteristics. These are useful in the determination of the bearing capacity.
- 【文献出处】 土工基础 , 编辑部邮箱 ,1996年03期
- 【分类号】TU413.4
- 【被引频次】15
- 【下载频次】148