A.1:1.00
B.1:0.75
C.1:0.67
D.1:1.25
[单选题]当土为中密的砂土,深度在5m以内的沟槽边坡的坡顶无荷载时最陡坡度是()。A.1:1.00B.1:0.67C.1:0.78D.1:0.75
[单选题]开挖深度在5m以内的沟槽,坡顶无荷载时,中密的砂土的边坡坡度最陡为( )。A.1:1B.1:0.75C.1:0.67D.1:0.5
[单选题]开挖深度在5m以内的沟槽,坡顶无荷载时,中密的碎石类土的边坡坡度最陡为( )。A.1:1B.1:0.75C.1:0.67D.1:0.5
[单选题]开挖深度在5m以内的沟槽,坡顶无荷载时,中密的碎石类土的边坡坡度最陡为( )。A.1:1B.1:0.75C.1:0.67D.1:0.5
[单选题]开挖深度在5m以内的沟槽,坡顶无荷载时,硬塑的粉土的边坡坡度最陡为( )。A.1:1B.1:0.75C.1:0.67D.1:0.5
[判断题]深度在5m以内时不必放坡。A.对B.错
[单选题]开挖坡高小于5m的坚硬黏性土,土质边坡容许坡度值为( )。A.1∶0.35~1∶0.50B.1∶0.50~1∶0.75C.1∶0.75~1∶1.00
[单选题]地质条件良好.土质均匀,且开挖深度3.5m.沟槽不设支撑时,开挖( )的沟槽边坡坡顶,无荷载时的最陡坡度(高:宽)为1:1。A.老黄土B.中密碎石类
[单选题]地质条件良好.土质均匀,地下水位低于沟槽底面高程,且开挖深度3.5m.沟槽不设支撑时,开挖( )的沟槽边坡坡顶,无荷载时的最陡坡度(高:宽)为1:1
[单选题,案例分析题] 某边坡为砂土边坡,坡体直立,无地下水,坡高为5.0m,坡体砂土的内摩擦角为30°,重度为18kN/m3,在2.5m处设置一排锚杆,间距为2.0m,按《建筑边坡工程技术规范》(GB50330-2002)计算。反弯点距基坑底面的距离为()。A .0.40mB . 0.5mC . 0.55mD . 0.60m