·2,447,543篇论文数据，部分数据来源于NoteExpress
The soil arching effect between the piles is discussed from a theoretical perspective.
从理论方面讨论了桩间土体成拱机理和形成条件。
Results reveal that lateral movement of diaphragm is evidently reduced by arching effect;
模拟结果表明圆形地下连续墙的拱效应有效地减少了墙体的侧移；
According to the working characters of retaining piles for deep excavation, the arching effect in adjoining soil is analyzed.
根据深基坑桩排式支护中护壁桩的受力变形特点，分析了被支护土体中的成拱作用。
应用推荐