摘要
复合地基载荷试验综合反映了桩及桩间土的承载性状.在实际工程中,如何通过载荷试验曲线确定复合地基承载力存在着应用上的一定困难.通过分析各载荷试验确定承载力的方法,提出以沉降变形控制,最好采用相对沉降法和回弹法确定复合地基承载力.
The tests of composite foundation give a comprehensive view on the bearing performances of piles and soil between piles. In actual work, it is rather difficult to apply the loading curve to determining the bearing capacity of the composite foundation. After analyzing various loading tests, the article puts forward sedimentation deformation control and suggests that the relative sedimentation method and the resilience method should be adopted to determine the bearing capacity of the composition foundation.
出处
《河北建筑工程学院学报》
CAS
2005年第2期48-50,共3页
Journal of Hebei Institute of Architecture and Civil Engineering
关键词
复合地基
承载力
相对变形
回弹法
composite foundation
bearing capacity
relative deformation
resilience method