reinforced concrete retaining wall

The change of stress in wall, lateral deformation of foundation pit sidewall and ground settlement behind the retaining wall is analysed according to the burying depth of reinforced concrete thin anchor wall body with finite element method.

文章采用有限元方法分析了钢筋混凝土薄壁锚拉墙不同墙体埋深时，挡墙的受力、基坑侧壁侧向变形及墙后地表沉降的变化情况。

Proposing a rational burying depth of reinforced concrete thin anchor wall body and putting forward that the performance of retaining wall will not improve even increasing the burying depth of the wall body if the rational burying depth is excessed.

提出钢筋混凝土薄壁锚拉墙存在合理墙体埋深，当超过此范围后，增加墙体埋深将不能改善挡墙的使用性能。

Underground outdoor palisade structure are 0.8m thick underground continuous wall of foundation excavation, and do a retaining wall, internal three-course reinforced concrete support system.

地下室外围护结构均为0.8m厚地下连续墙，兼做基坑支护挡墙，内部设三道钢筋混凝土支撑体系。

A Study on Friction Character Between Geogrids and Concrete Block Reinforced Retaining Wall Based on Orthogonal Experiments

基于正交试验设计的模块式加筋土挡墙墙面板与筋带之间摩擦性质研究