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双语推荐:支挡结构

支挡结构已被广泛地运用于各类边坡的治理,尤其在我国西南的高烈度山区。基于大量的汶川地震支挡结构震害调查数据,建立了支挡结构的破坏等级划分标准,将支挡结构的震害等级划分为轻微破坏、中度破坏、严重破坏和完全损毁。根据汶川地震的实际情况,对地震动参数计算模型进行了修正,并基于修正后的地震动参数计算模型建立了支挡结构的破坏概率模型,进而在已知地震动强度的情况下,可以得到支挡结构发生各级震害的概率。根据规范提供的损失比数据,可以快速计算得到支挡结构的震害损失数据。基于建立的震损评估方法,地震发生之后能够快速地对支挡结构的震害损失进行估计。
Retaining structures have been widely used to control many kinds of slopes,especially in high-intensity mountainous area in southwest of our country.Based on lots of survey data of retaining structures in WenChuan earthquake,the standard of damage grade classification was established in this paper,the damage grade of retaining structures was divided into minor,moderate,major and collapse. According to the WenChuan earthquake,the ground motion parameter calculation model was modified and the damage probability models were established base on the modified ground motion parameter calcu-lation model ,such that the ground motion is obtained,the damage probabilities of retaining structures for every damage states can be achieved easily.Adding to the loss ratio provided by the criterion,the seis-mic loss of retaining structures can be obtained quickly.Based on the seismic loss assessing method,it is easy to get the seismic loss of retaining structures rapidly after the earthquake.

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通过某工程实例,采用ANSYS程序建立二维模型,结合边坡工程设计与施工的总结,就深基坑对既有支挡结构的影响及对策进行研究,主要包括深基坑开挖未护、护工况下支挡结构的应力、应变分布规律,采取相应结构进行支挡等对策,有重要的理论和实际意义。
Based on an engineering example a 2-dimensional model is established by use of ANSYS. The countermeasures and influences of deep excavations on retaining structures of the existing high slopes are studied combining with experience of design and construction of slope engineering. This work mainly includes the distribution laws of stress and strain on the tunnel of high slopes with and without retaining structures as well as the countermeasures of retaining structures. It has important theoretical and practical significances.

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该文以支挡结构中锚杆(锚索)为研究对象,介绍了现有锚杆(锚索)抗拔承载力计算方法,分析了统一强度理论的锚杆(锚索)极限抗拔力计算方法,并作了在实际工程中应用算例的分析,进一步明确了影响支挡结构中锚杆(锚索)极限抗拔力的因素及力学状态,为支挡结构在工程建设中的设计与施工提供参考。
Based on bolt ( anchor) in retaining structure, the calculation method of its anti-pull force is introduced, the calculation method of its ulti-mate pullout force is analyzed with unified strength theory and practical engineerings are taken as examples. Factors and mechanical state influencing bolt ( anchor ) ultimate pullout force are further specified. It offers some references for future engineering.
针对黄陵矿业公司铁路运煤专用线K6+680~800里程处路基沉陷特征,提出了采用预应力锚索框架梁加固路基垂直支挡结构和花管注浆法提高路基抵抗变形能力的治理方案.对垂直支挡结构受力情况进行分析,对治理方案设计进行介绍.
According to the characteristics of subgrade subsidence of coal transportation special line of Huangling Mining Company at K6+680~800, pre-stressed anchor frame beam and perforated pipe grouting method were suggested to be used for the consolidation of subgrade vertical supporting and retaining structure and the improvement of anti-deformation of sub-grade.The paper analyzed the force conditions of vertical supporting and retaining structure and introduced the management scheme design.

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采用FLAC3D对预应力锚索框架梁护的岩土边坡施工过程进行数值模拟,围绕施工中坡体位移场与应力场的变化以及下级边坡施工对上部已完成的支挡结构受力影响进行研究.结果表明坡体开挖引起的松弛区呈圆弧状,且位移由临空面向坡体内逐渐减小,坡体弹性模量与其变形呈非线性递减关系;预应力锚索框架梁能有效抑制坡体变形,从坡顶到坡脚锚索轴力依次增大,故工程设计中宜对其分别设计,做到“强腰固脚”;下级边坡与上级边坡的支挡结构相互约束,共同承担滑坡推力,形成一种“联合支挡结构”.
FLAC3D software is used to simulate the construction process of rock soil slope and prestressed anchor and frame beam are applied to reinforce it. Changes of displacement field and stress field during the construction of the slope and influence of the construction of lower slope on the loading of existing upper slope are studied. The results show that relaxation zone caused by cutting slope is an arch in shape;the displacement decreases gradually from slope face inwardly, while elastic modulus decreases with deformation,which reflects a nonlinear relationship. Considering that prestressed anchor and frame beam can effectively pre?vent the slope deformation and the axial force from slope top to foot increases in turn, it should be designed respectively in engineer?ing and the reinforcement measures should be taken on the lower part of the slope, because the lower structure and upper structure are bound to each other and bear landslide thrust together, thus forming a united ret

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多级组合支挡结构形式在高边坡防护工程中得到了广泛采用,但现有研究却较少涉及这种支挡结构形式的地震土压力计算问题。应用拟静力法和塑性极限分析上限定理,并且基于强度折减技术,推导了重力式墙与两级锚杆墙组合支挡结构形式的地震主动土压力及其系数的上限解。该上限解考虑了水平和竖向地震系数、墙背倾角、坡面形式及多级护方式、土体黏聚力、土体与墙背的黏附力等诸多因素。二级锚杆墙实例分析表明:静力条件下主动土压力计算值与现有相关方法的计算结果一致,土的抗剪强度折减系数、上墙锚杆轴力等参数,对下墙地震主动土压力影响显著。二级组合支挡结构地震主动土压力影响参数敏感性分析表明:水平地震系数以及重力式墙墙高和倾角的敏感性较大,上墙锚杆的轴力和倾角等参数的敏感性相对较小。
Multistage and combination retaining structures are employed widely in high slopes; but the seismic earth pressure calculation method of this kind of retaining structure is seldom studied. According to the pseudo-static method and the plastic limit analysis theory, the upper bound solutions are derived to calculate the seismic active earth pressure and its coefficient of three-stage retaining structures including gravity retaining wall and two-stage anchored retaining structures based on strength reduction technique. The following factors including horizontal and vertical seismic coefficients, the angle of the retaining wall back, slope surface shape and its multistage retaining structure, soil cohesion, adhesive strength between soil and retaining wall back are taken into account. The case study of two-step anchored retaining structures indicates that static active earth pressure agrees well with the available research;and the effects of the factors such as strength reduction coeffici
为研究上部采用锚索框架结构、下部设置为桩板墙的组合式支挡结构的抗震性能,开展了大型振动台模型试验。通过输入不同强度大瑞波测试了组合结构的加速度响应和动土压力响应,同时将动土压力的实测值与规范法、Mononobe-Okabe法(M-O 法)的计算值进行了对比研究。研究表明:(1)组合式支挡结构在不同强度地震动激励下水平向和竖直向加速度沿坡高有不同程度的放大,且输入的激振加速度幅值越大,放大效应越明显;(2)组合式支挡结构下部桩板墙墙后的动土压力强度随激振加速度幅值的增大而增大,沿着墙高呈现出上部小、下部大的分布特性;(3)动土压力强度的计算,在低烈度区使用规范法和M-O法是合理的,但在高烈度区需要对规范法和M-O法进行修正。
In order to study the aseismic behavior of the compound supporting structure which is composed of frame structure of anchor cable in the upper part and sheet pile wall in the lower part, the large-scale shaking table model test is carried out. By imputting Darui wave excitations of different intensities, acceleration response and dynamic earth pressure response of compound supporting structure are investigated. Test results of dynamic earth pressure are compared with that calculated by code method and Mononobe-Okabe method (M-O method). The results show that: (1) The horizontal and vertical accelerations are magnified differently along the height of compound supporting structure under the seismic excitations with different intensities; and acceleration amplification effect increases with the increase of peak excitation acceleration. (2) The dynamic earth pressure increases with the increase of peak excitation acceleration at the back of sheet pile wall which is the lower part of the co
加筋土土墙是一种新型支挡结构,通过采用振动台对牛皮纸、硬塑料和胶带三种筋带的加筋土土墙模型进行了不同加速度峰值下的振动试验,得到了加筋土墙模型面板的加速度、动位移、筋带动应变增量随墙高度的变化规律。从而分析不同筋带对加筋土墙抗震性能的影响。
Reinforced soil retaining wall is a new-block structure. We adopt vibration table to vibration test for kraft paper tape, hard plastic tape, and transparent tape of reinforced soil retaining wall models under different acceleration peak value. It is found that wall panels of the acceleration, dynamic displacement, drive the change of strain increment are related to the wall height. We also analyze different ribbon influence on seismic performance of reinforced soil retaining wall.

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加筋格宾墙作为一种新型的柔性支挡结构,因其环保性能突出,应用前景广阔。结合怀通高速公路工程实例,介绍了加筋格宾墙的工作原理、技术特点、施工步骤,并采用Macstars 2000软件对其稳定性进行了分析计算。
Reinforced gabion retaining wall is a new flexible retaining structure,because of out-standing environmental performance,its application prospect is broad .Take huaitong expressway engi-neering as an example,this paper introduced the working principle、technical characteristics 、construction steps of reinforced gabion retaining wall,and use Macstars 2000 software to analyze its stability.

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衡重式桩板墙是一种新型支挡结构.相比悬臂式桩板墙、桩锚结构护形式,其施工更方便,造价更低,且造型更美观.鉴于该结构的特殊性、复杂性及其构造上存在的多个可变因素,该结构的受力特性尚不明确.为此,基于相似理论,以衡重式桩板墙的一般形式为原型,通过多组几何比例7∶1的模型试验,研究了衡重式桩板结构的土压力分布模式.由试验结果得出:①卸荷板下土压力为零;②桩前抗力建议使用 m 法计算;③整体结构的受力模式与土压力计算模式.
The sheet pile wall with relieving platform is a new type of retaining structure. It is more convenient in construction and has lower cost and nicer shape than the pile-supported cantilever retaining wall and the pile-supported pre-stressed cable anchor retaining wall. Because of its particularity, complexity and existing variable factors, the mechanical behaviors of this structure is unclear. Therefore, based on the similarity theory, taking its general structure form as the prototype, through multiple sets of model tests with geometrical proportion of 7:1, the earth pressure distribution mode of the structure is studied. The test results show that: (1) the earth pressure is zero under the reliving platform; (2) it is recommended to use the m method to calculate the resistance in piles; and (3) the calculation mode should be the stress pattern and earth pressure of the overall structure.

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