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With the help of nonlinear finite element software ADINA, the distribution pattern and magnitude of back earth pressure of the anchor slab retaining wall with double layered anchor plate with various material parameters were analyzed, and the factors

摘要应用ADINA非线性有限元软件分析各种材料参数下,两层锚定板挡墙在重力荷载作用下的墙背土压力的分布规律及大小,探讨了影响土压力的因素。

The opposite-pull upright retaining wall is base on the design philosophy of the anchor plate and the reinforced earth retaining wall which composed of wallboard、tension link and foundation and possess to diverse geologic settings hardiness,standing fewness, antiknock virtue best,cost cheap,tenacity particularly for extrude and more merits.

它由墙面板、拉杆、中间填料土和基础组成,中间的拉杆将两侧墙面系连成一个整体,填土对墙面板的土压力通过墙面系作用于拉杆,由拉杆的拉力来平衡。对拉直立挡墙具有对软基地质条件适应性强、占地少、防震性能好、造价低廉、韧性尤为突出等优点。

The hostage barricade database system contains information on about 5,000 incidents, most from state and local jurisdictions.

人质挡墙数据库系统载有关于5000的事件,最严重的国家和地方的司法机构。

The comprehensive treatment project of Tong Ken landslide consists of whittling slope、anti-landslide pile with anchoring cable、retaining wall、building ground drainages leveling off and calking slope、vegetation protection etc. After managing, under the action of earthquake load and watery the stability coefficient of landslide is up to 1.10.Then, this text researches the structural optimization design of anti-slide pile with anchoring cable. On the condition that the width of section is invariable, the height of section is confirmed by structural optimization method. This will change traditional method to optimize the height of section so that design is simplified and cost is lower.

最终选用的的综合治理方案是由削方、锚索抗滑桩、护坡挡墙、地表排水、整坡填缝、生物防护等多种工程措施优化组合而成,治理后,在饱水有地震荷载状态下滑坡的安全系数可达1.10论文重点是主要对锚索抗滑桩的桩身结构优化设计进行了研究,在给定抗滑桩截面宽度的条件下,运用结构优化的方法来确定抗滑桩截面高度,改变传统迭代计算方法确定桩截面尺寸,使抗滑桩截面高度取最优值,达到简(来源:ABC4a论文8d网www.abclunwen.com)化设计和降低工程造价之目的。

Through field test, the modal shape and modal frequency of the cantilever retaining wall system are tested and computed. Then based on the superposition method model the health diagnose method for the local damage and the two typical failure modes for slippage, capsizal are studied.

通过现场试验,对悬臂挡墙系统模态振型、频率进行了测试与计算,并基于集中质量参数法对墙体结构局部损伤及倾覆和滑移两种典型破坏模式下健康诊断方法进行了研究。

The close-grained degree of filling is one of main reasons of infection tendon stress.

分析了加筋土挡墙的加固机理和破坏机制

The monitoring result shows that after adopting reinforced earth retaining wall, the earth pressure behind the abutment of water intake sluice is decreased, thereby reinforced concrete volume of the pier is saved, and then effectualness is achieved in consequence.

工程监测结果显示采用加筋土挡墙降低了进水闸边墩后土压力,从而节省闸墩钢筋混凝土用量,取得了良好效果。

The vibration equation of vertical dynamic earth pressure of reinforced gabion wall under horizontal seismic loading is also derived.

推导了加筋格宾挡墙在水平地震荷载作用下的竖向动土压力的振动方程。

The results show that the depth of the traffic loads affected is about 2 meters in both subgrade and retaining wall. Under normal circumstances (fully loaded heavy vehicles, driving on a carriageway), the dynamic earth pressure of prestressed anchor sheet-pile wall is approximately 10% of earth pressure at rest.

结果表明:交通荷载在路基与挡墙中所反映的影响深度大致都为2m左右,正常情况下(重型汽车满载、行驶在行车道上)作用在预应力锚索桩板墙上的动土压力大约为该处挡墙静止土压力的10%。

A radial basis function neural network, as well as a back propagation neural network for comparison, is trained and tested using 23 series of centrifuge model test data, 2 fullscale test data, and prototype date of a practical project.

收集23组挡墙离心模型试验数据,2组足尺试验数据,1组实际工程的破坏数据,共26组样本作为训练及检验样本,建立了可用于加筋挡墙设计高度预测的径向基函数网络及误差反传网络模型。

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My dream is to be a crazy growing tree and extend at the edge between the city and the forest.

此刻,也许正是在通往天国的路上,我体验着这白色的晕旋。

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