摘要
考虑到云南省境内不同地区气候类型多样、地形地貌多变、工程地质条件复杂等因素,采用大型有限元软件ADINA对云南省特殊条件下的人工挖孔灌注桩的桩顶沉降、桩身轴力、桩端阻力等工作机理和影响因素进行详细研究,并与现场数据加以对比,进行相互验证,结果显示:荷载-位移曲线基本分3个阶段;在桩土相互作用过程中,桩周土体呈现以桩为中心的"盆式"沉降状态;桩身轴力随深度传递的变化规律;桩端阻力随着桩顶荷载的增加不断增大,同时桩端的荷载分担比也不断增加。
Under special local environment in Yunnan province with the diversity of climate types,complicated engineering geology condition,as well as uneven topography and relief,hand made excavation for cast in-situ piling,a large-scale finite-element software ADINA was applied to research the influencing factors and the working mechanism of manual hole digging pile,in aspect of pile cap subsidence,axial force transmission and end resistance.At last,the calculating results were compared with field data for verification each other.the conclusion is that load-displacement curve is basically divided into 3 stages.During pile-soil interaction process,the soil body around the pile subsides with a shape of basin type.Pile body axial force changes its patterns with depth transfer.Pile end resistance continues to increase with increasing pile cap load,and with increasing load sharing of pile ends.
出处
《南水北调与水利科技》
CAS
CSCD
北大核心
2012年第4期81-85,共5页
South-to-North Water Transfers and Water Science & Technology
基金
云南省交通科技重点资助项目(TST2007119A)
国家西部交通建设科技项目(200331879750)
关键词
人工挖孔灌注桩
轴力
桩端阻力
ADINA
工作机理
artificial excavation cast-in-place pile
axial force
end resistance
ADINA
working mechanism
