1、

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

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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

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3、

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。

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4、
5、

By analyzing the stress distribution of anchor span at construction stage and working stage, the paper draws some valuable conclusions.

通过对锚固跨在施工阶段和正常运营阶段应力分布的系统研究,得出一些有价值的结论。

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6、

Testing and Analysis of Local Stress in Concrete under Anchor Plate of Prestressed Tendon

预应力张拉时锚下局部应力的测试与分析

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7、

Study of tensile anchor plate structure of composite cable-stayed bridge

结合梁斜拉桥锚拉板结构研究

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8、

On the safety factor of crack resistance of concrete under anchor plate

锚下混凝土抗裂安全系数的讨论

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9、

Displacement calculation of anchor plate and determination of the parameters concerned

锚碇板位移计算和有关参数的确定

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10、

Research on Pull out Test of Pressure type Anchor Rod

压力型锚杆的抗拔试验研究

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11、

The dynamic testing technology of anchoring quality for engineering anchor rod

工程锚杆锚固质量动测技术

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12、

The winter construction and management of deep foundation and anchor rod

冬季深基础及锚杆的施工和管理

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13、

Research on application of new style equal strength thread steel anchor rod

新型等强度螺纹钢锚杆的应用研究

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14、

Fabrication technology of the anchor box for main span of Wuhu Yangtze River Bridge

芜湖长江大桥主跨锚箱制造技术

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15、

And ome advice is proposed to improve the design. The stress distribution of the amendatory anchor span achieves design criterion.

根据分析得到的结果对锚固跨的设计提供了改进的意见,修改设计方案后,锚固跨在各阶段的应力分布均满足了设计要求。

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16、

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。

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17、

Results of the test research on anchor pile with tie rod as retaining structure which was built in Beijing-Guangzhou railway is presented.

拉杆锚固桩墙是首次应用于京广铁路的新型支挡结构,具有明显的技术优越性和经济效益。

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18、

The Construction and Quality Control of Anchor Rod Retaining Wall

锚杆挡墙的施工和质量控制

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19、

Optimization design and manufacture technology for steel anchor box structure of tie ban arch bridge

系杆拱桥钢锚箱结构的优化设计及制造工艺

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20、

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

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