soil failure的例句大全

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。

The triaxial extension test and the cyclic extension compression test are used in the research of soil failure under static tensile crack or cyclic tensile crack conditions to identify the development of tensile crack as well as shock crack in FEM analysis of embankments.

三轴拉伸试验和周期拉压试验，用于研究静力拉裂和周期加荷拉裂的破坏，在土石坝有限元分析中判别防渗体土料拉裂和震裂的发生与发展。

Numerical Simulation for Heterogeneous Soil Failure Process under Compression

非均匀土体受压破坏数值模拟

A valuable information that can be used to study mechanism of soil failure and improved further tractive performance of tracked vehicles is obtained from the process of plastic failure of the soil under the action of track link and the σ max~σ min figures.

计算得到的履带作用下的土体的塑性破坏过程和σ（max）～σ（min）图为研究土壤破坏机理和进一步改善履带车辆的牵引性能提供了参考资料。

Therefore, the seabed soil failure due to the tidal current scour in the cable route area may occur to affect the safety of submarine cable buried in the seabed soil.

路由区海底土会因潮流冲刷作用而发生失稳破坏，影响埋设在海底土中海缆的安全。

Analysis and discussion on space effect and translational failure of 3D soil nailed walls

土钉墙空间效应和平滑破坏模式的三维分析

According to the failure mode and shape of slip surface of soil slope and based on limit equilibrium theory, a new searching model was put forward to determine the critical slip surface of soil slope.

根据土质边坡的破坏模式及滑移面形状，由极限平衡理论，提出一种新的确定边坡最危险滑移面搜索模型，对土质边坡滑移面位置及安全系数空间分布进行分析与研究。

The failure reasons of rocky soil investigation are analyzed, and every kind of preventive way are provided.

分析了易引起岩土勘察失误的原因，提供了各种防治手段，以引起在实际工程勘察工作中的重视。

For embankment built in soft soil area inadequate allowable bearing capacity of retaining wall foundation will cause shear failure in foundation soil, thus leading to failure or rotational slide of earth_rock mass of embankment.

软土地区堤防存在挡土墙地基容许承载力不足、地基土产生剪切破坏而出现堤防土石体失稳破坏或沿小圆弧滑动情况。

After shallow loess tunnel excavation, the surface formation sliding trend due to failure of soil, because tensile stress exceeds the tensile strength of soil.

在浅埋黄土隧道施工后隧道上方地层形成滑动趋势面的地表部分，因拉应力超过土体抗拉强度而破坏。

During the deformation, disintegration and failure of debris-soil landslides, in space the plastic strain of the sliding mass and shear strength of the rock or soil mass on a sliding plane are different.

在碎石土滑坡变形解体破坏过程中，在空间上滑体塑性应变和滑面上岩土体抗剪强度的发挥程度是不一致的；

Clay slide is a mode of failure of clayey soil mass owing to itsinclined slip deformation.

粘土滑坡是粘性土土体斜坡变形破坏的一种形态。

The mechanism of slope failure hysteresis caused by confined groundwater is discussed from some aspects, such as stresses and strain redistribution law, slope creeping law, long-term strength of slip soil and impact of water content on the strength of slip soil.

结合模型试验，从应力应变变化规律、坡体蠕变规律、滑带土长期强度、含水量对滑带土强度的影响等几方面，对承压水致滑坡失稳的滞后效应进行机理分析。

Use of veneer cover soil on the slope of expansive soil subgrade is a method to prevent early failure of expansive soil subgrade.

膨胀土路堤边坡封面是一种保证其正常使用的工程措施。

The risks of seepage failure, slope slide instability, sandy soil seismic liquefaction and comprehensive failure in Banqiao River levee were analyzed;

以南京市板桥河左岸堤防加固工程为例，应用风险分析理论和方法对该段堤防渗透破坏风险、岸坡滑动失稳风险、场地砂土地震液化风险以及堤防失事综合风险进行了分析研究；

Replacement of expansive soil slope influenced by the rainfall can be seen through the software simulation, slope stability factor is relatively high, which can also explain the replacement is also an important measure to prevent slope failure.

经过软件的模拟可以看出膨胀土边坡换填后经降雨影响，边坡的稳定系数比较高，这也能说明换填也是防止边坡失稳的重要措施。

Test results showed: the root of the rock-soil filled roadbed failure is mostly asymmetry settlement and slope slide, the final failure mode could come down to slope slide and portrait craze caused by asymmetry settlement.

研究结果表明，土石混填路基的破坏主要源于坡脚失稳和不均匀沉降，最终的破坏模式可归结为路基边坡的滑塌和不均匀沉降导致的路基纵向开裂。

A new apparatus was developed for effectively measuring the permeability coefficient and critical hydraulic gradient under seepage failure of the coarse-grained soil in laboratory tests.

针对目前还没有合适的室内试验仪器测试巨粒混合土的渗透系数和巨粒混合土发生渗透破坏时的临界水力梯度的现状，研制了粗颗粒土渗透系数及土体渗透变形测试仪。

The filling coefficient theory was put forward, a criterion for the filling coefficient of soil stratum failure and a critical hydraulic gradient chart were formulated.

提出了填充系数理论，制订了土体渗透破坏形式的填充系数判别式和管涌临界破坏坡降计算图。

The damage on the interface of anchorage body and rock-soil was proved main form of failure of anchorage system bated on the experimental research.

通过实验室研究，验证了锚固体与岩土体界面上的破坏是锚固系统失效的主要形式。