摘要
根据复合地基现场载荷试验资料,研究了复合地基破坏模式、褥垫层、载荷板宽度等因素对根据复合地基载荷试验评价复合地基承载力的影响,分析了根据单桩复合地基载荷试验、单桩及土载荷试验判定复合地基承载力的差异性。建议应对复合地基载荷试验标准化问题给予足够重视。
Based on the result of bearing tests, the effects of failure pattern of composite foundation, bedding sand and width of loading plate on the determination of bearing capacity of composite foundation have been studied. The studies have demonstrated the difference between the bearing capacity determined by bearing test of composite foundation or by bearing test of soil and pile respectively. The studies show that much attention should be given to the standardization of bearing test of composite foundation.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
2003年第1期84-91,共8页
Journal of Building Structures
基金
国家自然科学基金资助项目(50208012)
建设部2002科研攻关项目(02-2-1.11)
关键词
复合地基
载荷试验
褥垫层
承载力
标准化
单桩
桩土相互作用
pile soil interaction
composite foundation
bearing test
bedding sand, bearing capacity
standardization