slide-resistant pile的例句大全

Slide-resistant pile program has realized these fuctions which are given slip surface count internal friction angle, given the shape of sliding surface design calculation, given the landslide thrust design calculation of landslide, given sliding surface moment, shear force design calculation. 5.

抗滑桩程序设计，实现了对给定滑动面形状反算内摩擦角、给定滑动面形状进行设计计算、给定滑坡推力进行设计计算以及给定滑动面处弯矩、剪力进行设计计算的功能。

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Therefore, it is feasible to simulate the force state of slide-resistant pile with finite element software ANSYS.

因此，用ANSYS有限元软件模拟抗滑桩的受力状态是可行的。

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To tested the strain of slide-resistant pile and retaining plate and deformation of roadbed and slide-resistant pile respectively in every centrifuge model test.

试验中测试抗滑桩及挡土板变形及受力状况、路基变形情况等。

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A Study on the Deformation Performance of h Type Slide-Resistant Pile

h形抗滑桩变形性状的研究

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The design and strengthening method of the slide-resistant pile

混凝土抗滑桩加固方法与设计

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Research on Reliability of Slide-Resistant Pile

抗滑桩可靠度研究

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Currently, the domestic routine calculation methods for slide-resistant pile have their shortcomings to a certain extent.

目前国内抗滑桩的常规计算方法均存在一定的局限性。

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Design and Calculation of Pre-Stress Anchor Slide-Resistant Pile

预应力锚杆（索）抗滑桩的设计与计算

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The anchoring measure is anchoring bolt and the retaining measure is slide-resistant pile.

被动支挡的主要手段是抗滑桩。

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In view of slide characters and actual project, the author put forward the comprehensive measures to put the situation under permanent control, such as slide-resistant pile, drainage, monitoring of landslide.

针对滑坡特征，结合工程实际，主要采用了抗滑桩、水、测等综合措施进行根治。

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According to three failure models of slide-resistant pile ( flexural failure, sheared failure and soil failure), three limit state equations are respectively developed after consulting lots of reference and deliberate analysis.

在查阅文献，深入分析和理论研究基础上，针对结构受弯破坏、受剪破坏和锚固段桩侧岩土体受压破坏三种主要失效模式，分别建立了极限状态方程。

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In succession, the force state of h type slide-resistant pile and that of the single pile are compared, and that h type slide-resistant pile is shown to have more slide-resistant capability.

接下来将h形抗滑桩受力状态与同等截面的单桩受力状态进行比较，发现h抗滑桩具有更大的抗滑能力。

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Application of circular hollow slide-resistance pile on regulation of the landslide and its effect

园形空心抗滑桩在滑坡治理中的运用及成效

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