福建建设科技
福建建設科技
복건건설과기
FUJIAN CONSTRUCTION SCIENCE & TECHNOLOGY
2015年
3期
14-16,10
,共4页
桩基托梁%挡土墙%稳定性%数值分析
樁基託樑%擋土牆%穩定性%數值分析
장기탁량%당토장%은정성%수치분석
pile foundation-trimmer beam%retaining wall%Stability%numerical analysis
本文采用有限元软件对桩基托梁挡土墙支挡的边坡稳定性进行了数值模拟计算。通过对比分析不同桩长的边坡剪应变、边坡潜在滑面、边坡安全系数及桩基托梁挡土墙的变形量后对支挡结构的设计进行了优化。
本文採用有限元軟件對樁基託樑擋土牆支擋的邊坡穩定性進行瞭數值模擬計算。通過對比分析不同樁長的邊坡剪應變、邊坡潛在滑麵、邊坡安全繫數及樁基託樑擋土牆的變形量後對支擋結構的設計進行瞭優化。
본문채용유한원연건대장기탁량당토장지당적변파은정성진행료수치모의계산。통과대비분석불동장장적변파전응변、변파잠재활면、변파안전계수급장기탁량당토장적변형량후대지당결구적설계진행료우화。
In this paper, simulating calculation for slope stability of Pile Foundation-Trimmer Beam-Retaining Wall was made by finite element software.After comparative analysis of shear strain, potential slope slip surface, the safety factor and the amount of deformation of retaining wall for different pie lengths,the retaining structures is designed and optimized.
