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Combined with a high bank slope anchor breast wall project, the application and design method of anchor breast wall used in heightening slope filling near existing retain wall is introduced.

本文结合福建省某高路堤边坡锚定板挡墙工程,介绍锚拉桩基础锚定板挡墙在临近已建挡墙之上填方加高边坡的应用和设计方法。

The potential failure surface is explicitly specified in the current specifications for the single erective RSRW, but the universal calculation model of the RSRWs with different step widths is lacking.

现行规范仅对单级直立式加筋土挡墙的潜在破裂面有明确规定,尚无适于不同台阶宽度的加筋土挡墙潜在破裂面的通用计算模式。

In light of the first expressway reinforced gabion retaining wall in China, which reinforced earth engineering of Xiangtan to Hengyang express highway section of K124 +300~K124 +895 in Hunan province, the external stability analysis of reinforced gabion retaining wall was analyzed by using the reliability analysis method and the reliability index and failure probability were given with this method. The results show that this method is simple, scientific and reasonable.

介绍了Rosenblueth矩估计方法的基本原理及其在加筋格宾挡墙外部稳定性分析中的应用,提出了加筋格宾挡墙外部稳定性可靠度分析方法,基于Rosenblueth方法开发了相应计算程序,研究了填料粘聚力c、内摩擦角φ、地震力、填土重度、车辆荷载以及加筋间距等重要参数对可靠度指标的影响,结合我国第一座高速公路加筋格宾挡土墙(湖南省湘潭至衡阳西线高速公路第十二合同段K124+300~K124+89段加筋土工程)运用可靠度理论分析其外部稳定性,得到了该挡墙外部稳定可靠性指标和破坏概率。

The program is that nearby elevation 175m water line building stone shore protection, along the road in region (2) and (3) building stone retaining wall and slide-resistant pile protecting road bed, and shooting concrete protecting the exposed rock, in the water front fine sand using gabion and earth fabric pillow, the mixed earth region using vegetation and slab stone .

主要治理方案为:175m水位线附近采用干砌片石护岸,区域(2)、区域(3)范围内的沿江公路采用浆砌片石挡墙和抗滑桩结构保护路基,裸露岩石(来源:A8aBC论文网www.abclunwen.com)采用喷射混凝土防护,江边细沙采用石笼和土工织物枕防护,杂填土区域采用植被和片石防护,并对重力式挡墙和抗滑桩方案进行了初步设计。

The paper has a further research on the influence of compound soil nailing behavior in the perspective and the axial strength of the soil nails of the effect of the stiffness of soil, the stiffness of soil-cement mixing piles, the width of soil-cement mixing piles, the length of nails, the angle of nails. The paper also has a research on the influence of compound soil nailing behavior in the perspective of silt and hardpan of the effect of the width of soil-cement mixing piles.

深入分析了土体的弹性模量,水泥搅拌桩的弹性模量,水泥搅拌桩挡墙的宽度,土钉长度的变化以及土钉倾角的变化对复合型土钉墙变形性状和土钉轴力的影响,以及水泥搅拌桩挡墙的宽度在淤泥土层以及砂土土层中对复合型土钉墙支护变形性状的影响。

According to damage types, destroy mechanism of Reinforced Earth Retaining Wall is analyzed.

根据加筋土挡墙的破坏形式,剖析了挡墙的破坏机制。

For the sake of ensuring the function of reinforced earth retaining wall.

为保证加筋土挡墙发挥应有的作用,结合工程实际总结出切实可行的加筋土挡墙施工技术要求和施工中应注意的问题。

Effects of weir-dam combi- nation, gas curtain instead of weir or dam on fluid flow characteristic were compared in detail.

比较了传统堰坝组合,吹氩气幕挡墙分别代替堰、坝对中间包流体流动特征的影响,并尝试在中间包内采用双气幕挡墙的控流方式。

For the structure that the side-frusta is also used as retain wall,considering the side frusta fastened on the weir body,the plane stress is calculated at first. Then the moments,horizontal shear force and vertical force on the bottom of the retain wall are applied as fixate,and stress distribution on the weir body are calculated piecewise.

对于边墩兼作挡上墙结构,通常是将边墩视为固端于岩体上,先进行下端为固端的挡墙平面受力计算,再将挡墙下部的弯矩、水平剪力和垂直力作为集中外荷载进行堰体的应力计算,堰体也只能分段进行片面受力计算。

This paper uses LIZHENG to check the stability of the retaining wall. Both of them aren't meet the requirements. And the bearing capacity at the toe of the retaining wall which belongs to AB slope isn't meet the requirement.

利用理正软件对边坡的挡墙进行稳定性验算:两段边坡下挡墙的抗滑移稳定性均不满足要求,且AB段挡墙墙趾处的承载能力也不满足要求。

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