广东水利水电
廣東水利水電
엄동수이수전
GUANGDONG WATER RESOURCES AND HYDROPOWER
2015年
4期
34-36
,共3页
水泥土墙%内插钢管%偏心受压构件%受压%拉区
水泥土牆%內插鋼管%偏心受壓構件%受壓%拉區
수니토장%내삽강관%편심수압구건%수압%랍구
cement-soil wall%eccentric compression members%compression region%tensile region
目前基坑工程中水泥土墙内插钢管缺少计算方法，该文假定水泥土墙为偏心受压构件，运用力学平衡条件对其进行正截面应力分析，求出受压、拉区的钢管面积、长度等，并举例论证。
目前基坑工程中水泥土牆內插鋼管缺少計算方法，該文假定水泥土牆為偏心受壓構件，運用力學平衡條件對其進行正截麵應力分析，求齣受壓、拉區的鋼管麵積、長度等，併舉例論證。
목전기갱공정중수니토장내삽강관결소계산방법，해문가정수니토장위편심수압구건，운용역학평형조건대기진행정절면응력분석，구출수압、랍구적강관면적、장도등，병거례론증。
Aiming at the status of no computation for steel sticking in cement-soil wall in foundation pit engineering, assumption has been raised that regarding the cement-soil wall as eccentric compression members, and stress analysis has been conducted with mechanics equilibrium condition, therefore, the cross-sectional area of compression and tensile region's steel have been calculated, and examples have been raised to prove them.
