土体变形特征与其经历的应力状态有关。
Soil deformation relies on the stress states it has experienced.
注意吊索的变形伸长以及吊索固定点位置应不受土体变形的影响。
Pay attention to that the elongation and fixed point position of sling should not affected by the earth body deformation.
深开挖工程中挡墙变形是引起基坑周围土体变形的重要因素之一。
The lateral wall deflection is an important cause which results in ground surface displacement and settlement around an excavation.
运用有限元模拟交通荷载长期作用下的土体变形对桩土界面的影响。
Something alike the result of the after earthquake in the fully saturate soil groundStimulating the deformation which traffic load long time effect with FEA, though 3 different conditons.
通过二维和三维有限元计算了顶管施工产生的土体变形和土体应力。
The deformation and stresses of soil by pipe-jacking are calculated with 2d and 3d finite element methods.
讨论模型参数对土体变形及支护桩变形与内力的影响和基坑变形规律的研究；
Then, the effect of model parameters on displacement of soil and inner stress and displacement of bearing pile were discussed and rule of pit deformation was studied too.
通过注浆加固改变地基土的力学性能，提高土体变形模量，能有效减小桥墩的沉降量。
Through grouting reinforcement to change the function of the soil mechanical to improve the soil's deformation modulus can effectively reduce the bridge pier subsidence.
最后，结合工程实例讨论了不同桩侧土体变形模量分布模式对桩身内力变形的影响规律。
Finally, combined with an engineering example, the effect of different soil modulus on the internal forces and deformation along pile shaft is discussed.
地层错动引起的基岩上覆土体变形对地表的建筑物、地下管线和隧道的安全带来潜在危险。
Ground deformation induced by fault rupture gives a potential threat to the safety of infrastructures, pipe line systems and tunnels.
由实测和理论分析表明复合土钉墙的变形是由剪切变形、弯曲变形以及墙底基底以下土体变形组成。
The analysis and the spot measure data prove the deformation of composite soil nailed wall include shear deformation, bend deformation and total deformation of soil.
盾尾空隙的存在是盾构法隧道施工引起土体变形的重要原因．而土体的变形又会对邻近结构产生影响。
The interspaces of shield tail is a main reason for the deformation of soil mass and adjacent structures owing to shield tunnel construction.
在软土地基中采用浅埋暗挖法进行隧道施工，研究周围土体变形行为，寻求合理施工工艺具有重要意义。
When using STCM in soft soil foundation, it is important to research the deformation behavior of soil around and seek reasonable construction process.
顶管施工对土体扰动是不可避免的，土体变形是土体受扰动的结果，而土体变形则会对周围环境造成危害。
Pipe jacking construction disturbs soil inevitably, which would results in soil deformation and does harm to its surroundings.
本文建立的深基坑降水与地面沉降三维耦合模型，可一次性同时求解出地下水位和土体变形位移量，能应用于实际工程。
The coupling model of deep foundation dewatering and land subsidence can obtain groundwater level and displacement of soil distortion. It can be used in the practical project.
使用矿业工程中广为应用的随机介质理论和方法，计算深基坑开挖引起的地表及土体变形，并据此探讨深基坑边坡的稳定性。
In this paper the theory of stochastic medium widely used in mining industry is introduced into the calculation of surface and soil mass movements and deformation due to foundation pit excavation.
土体总的变形由三部分组成：即弹性应变、与体积屈服机制相关的塑性应变和与剪切屈服机制相关的塑性应变。
The total deformation of soils consists of three parts: elastic strain, plastic strain related to volumetric yielding mechanism and plastic strain related to shear yielding mechanism.
当这种不均匀变形程度足以使土体连续性破坏时，则地裂缝便在沉降区应力集中的部位发生。
When the deformation caused by the inhomogeneous subsidence accumulates to the critical state of the soil, ground fissures will occur in the stress concentration positions.
土体的位移和支护桩的位移满足变形协调条件。
Soil displacement and timbering pile displacement are in harmony with deformation.
这将有助于土体在强度理论、变形和稳定分析等方面的深入研究。
The discovery would be helpful to a thorough study on the strength theory, deformation and stability analysis in soils.
本文用有限元法模拟滑体为砂粘土的模型试验条件，对抗滑桩的变形及土体抗力进行分析。
According to the test condition when slide mass is sandy clay, the authors study the deformation of anti-slide pile and soil resistance.
为了研究三个主应力不同情况下的土体强度和变形特性，需要进行复杂的真三轴试验研究，本文主要研究内容如下。
In order to study the pressure features and deformation features of soil under three different major stresses, complicated truly triaxial test are needed.
根据结构性土体的变形特征和屈服准则，建立打桩力学模型。
Mechanical model for pile-driving is presented according to the soil deformation behavior and yielding criterion of structural soft soils.
测斜仪是测试土体侧向变形的一种仪器。
Inclinometer is an instrument for measuring lateral deformation of soils and foundation.
在正常施工时，盾壳与土体之间的摩擦力对地面变形的影响远大于正面附加推力。
During normal construction process, the friction force between shield and soil exhibited greater influence on surface deformation compared with bulkhead additive thrust.
土体结构类型是制约公路路基沉降变形的主要因素。
The type of soil body structure is main element that restricts the sediment and deformation of a highway foundation.
土体结构类型是制约公路路基沉降变形的主要因素。
The type of soil body structure is main factor that affects the sediment and deformation of a highway foundation.
根据参数研究结果，提出了猜测墙体变形路径的方法，同时建立了猜测墙体最大变形和土体最大沉降的响应面。
Parametric studies have been carried out to study the excavation behavior with respect to wall deflection, soil settlement and apparent pressure.
根据参数研究结果，提出了猜测墙体变形路径的方法，同时建立了猜测墙体最大变形和土体最大沉降的响应面。
Parametric studies have been carried out to study the excavation behavior with respect to wall deflection, soil settlement and apparent pressure.
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