城市建筑
城市建築
성시건축
URBANISM AND ARCHITECTURE
2013年
16期
188-188
,共1页
静压桩%剪切位移%单桩承载力
靜壓樁%剪切位移%單樁承載力
정압장%전절위이%단장승재력
static pile%shear displacement%the bearing capac-ity of single pile
静压桩的单桩承载力较同几何尺寸和材料属性的灌注桩有明显不同，这不仅是由于挤土桩造成了土体的挤密，土的弹塑性变形对桩的承载力也会有较大的影响。本文着重分析了在施工过程中，土体发生塑性变形对单桩承载力的影响。
靜壓樁的單樁承載力較同幾何呎吋和材料屬性的灌註樁有明顯不同，這不僅是由于擠土樁造成瞭土體的擠密，土的彈塑性變形對樁的承載力也會有較大的影響。本文著重分析瞭在施工過程中，土體髮生塑性變形對單樁承載力的影響。
정압장적단장승재력교동궤하척촌화재료속성적관주장유명현불동，저불부시유우제토장조성료토체적제밀，토적탄소성변형대장적승재력야회유교대적영향。본문착중분석료재시공과정중，토체발생소성변형대단장승재력적영향。
The bearing capacity of single static pile compared to the same geometry and material properties of the fil ing pile is significantly different, which not only because of the soil co-mpaction pile caused soil compaction, but also the plastic def-ormation of soil has a great impact on the bearing capacity of the pile. This article analyzes the plastic deformation of the so-il impact on the bearing capacity of single pile.
