anchor wall

The application of normal construction method plate lux type anchor retaining wall in a side slope engineering

顺作法板肋式锚杆挡墙在某边坡工程中的应用

Finite Element Analysis of Rational Burying Depth of Reinforced Concrete Thin Anchor Wall Body

钢筋混凝土薄壁锚拉墙墙体合理埋深有限元分析

Analysis of the Principles& Constructions of Soil Nailed Wall and Form Anchor Breast Wall

土钉墙与锚定板挡土墙工作原理及施工分析比较

The Grey Rheological Model and Its Application to the Prediction of Displacement of the Anchor Wall in Foundation Pit

灰色时效模型及在基坑锚拉墙位移预测中的应用

The Practice On Anchor Bar Wall Guards Works

锚杆挡墙工程实践

The Construction and Quality Control of Anchor Rod Retaining Wall

锚杆挡墙的施工和质量控制

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。

Soil nailed wall and form anchor breast wall have their respective principles and characteristics, although similar inform, they have different methods of construction and different application situation.

土钉墙与锚定板挡土墙均有其各自的工作原理及特性，虽然在其形式上有其相似性，却有着各自不同的施工方法和应用场合。

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。