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Bridge construction
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受弯杆最外纤维中的压力
compression in extreme fiber of member subjected to bending
弱融沉地基的最终沉降量
final settlement of light thaw-sinkage subgrade
弱融沉、融沉、强融沉土的地基最终沉降量
thaw-sinkage subgrade and heavy thaw-sinkage subgrade
弱融沉、融沉、强融沉土的地基最终沉降量
final settlements of light thaw-sinkage subgrade
最低的值
lowest value
最冷月的平均温度
average temperature in coldest month
最后一击的贯入度
set of last blow
最后一击的贯入度
set during last blow
最后几击的平均贯入度
average set of final several blows in pile driving
最大应力的最小循环次数
minimum cycles of maximum stress
最小的值
smallest value
最小的桩间距
minimum distance between piles
最小的桩间距
minimum spacing of piles
最简单的方法
simplest approach
最近的桩
nearest pile
最近设计的桥
more recently designed bridge
最远受压纤维至受压钢筋重心的距离
distance from extreme compression fibre to centroid of compressive reinforcements
最重要的情况
most important case
最高流冰的顶面
top of highest drifting ice
构件侧面土的最大横向压应力
maximum lateral compressive stress of soil on side of member
桩的最大设计荷载
maximum design load of pile
适用的最低限度
lower limit of applicability
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