Soil deformation relies on the stress states it has experienced.
土体变形特征与其经历的应力状态有关。
The characteristics of soil deformation are complex. There are many influencing factors.
挖掘荷载作用下土体的变形特性复杂，受到多种因素影响。
The preconsolidation pressure is an important parameter for soil deformation calculation and strength analysis.
先期固结压力是土的重要力学特性参数，对变形计算和强度分析有较大影响。
The formula can be used to predict quantitatively the extent of soil deformation in order to avoid any unexpected accident.
运用该公式可定量预估挤土程度，防止意外事故的发生。
Pipe jacking construction disturbs soil inevitably, which would results in soil deformation and does harm to its surroundings.
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。
Mechanical model for pile-driving is presented according to the soil deformation behavior and yielding criterion of structural soft soils.
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。
The nonlinearity of soil deformation under the pile bottom or the pile side, and the contact nonlinearity at the interface between the pile and soil are considered.
提出的模型可同时考虑桩底土的非线性、桩侧界面接触非线性及桩周土体受剪的非线性变形。
In the classical theory of plasticity strain is separated into elastic and plastic components, but this approach cannot deal satisfactorily with the soil deformation.
经典塑性理论把应变分成弹性应变及塑性应变两部分，不能圆满说明土的塑性变形性质。
By computations and analysis it is found that the seismic-induced accumulative pore water pressures of seabed increase with the values of soil deformation modulus and Passion's ratio decreasing.
通过计算分析可以发现：随着土的变形模量和泊松比的减小，由地震所引起的海床中的累积超孔隙水压力均增大。
In this paper, a closed-form solution to wave induced seepage pressure in infinite-depth seabed is obtained by taking into account the soil deformation and the compressibility of the pore-water.
本文对无限厚度可渗可压缩海床情况，给出了直立式防波堤下海床中波浪渗流压力的封闭形式的解析解，进而可以给出作用在防波堤基底上的浮托力和倾覆力矩。
By allowing the building this autogenous deformation, the conceptually "soft" building and its volume integrate with the soil for an amalgam of half-architecture and half-landform.
通过允许建筑的这种自生的变形，“柔软的”建造概念和它的体块与土地结合在一起，成为一个半建筑半地貌的混合物。
Foundation deformation is one of the primary research topics of soil mechanics.
地基变形是土力学中的主要研究课题之一。
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.
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。
And there is also simplified method using modulus of deformation by considering constitutive model of soil to calculate settlement.
也有考虑土的本构关系，用其变形模量进行计算的简化方法。
The parameters of soil exerted great influence on surface deformation.
土质参数对地面变形影响较大。
Soil displacement and timbering pile displacement are in harmony with deformation.
土体的位移和支护桩的位移满足变形协调条件。
Buried polyethylene pipeline usually have a deformation when bearing the weight of soil or vehicle due to its less rigidity compared with metal pipeline.
聚乙烯管材具有许多突出的优点，但这类管道与金属管道相比，其刚度普遍偏小，属于柔性管，在承受上部填土荷载及车辆荷载时，变形相对较大。
The approach of determining deformation modulus of deep soil by deep plate load test is introduced herein.
本文介绍了通过原位深层平板载荷试验测求深层土的变形模量的方法。
The stress and deformation of residual soil slope under rainfall infiltration calculated with FEM are analyzed.
根据计算结果，分析了降雨渗流对残积土边坡的应力和变形的影响。
Numerical results show the coupling effects between structure deformation and consolidation process of saturated soil.
数值例题表明了结构变形和饱和土壤固结过程之间的藕合效应。
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.
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。
When using STCM in soft soil foundation, it is important to research the deformation behavior of soil around and seek reasonable construction process.
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。
It also USES the theory of slope stability of soil mechanics to simulate bank failure and deformation.
借助土力学中边坡稳定性理论，对河岸崩塌变形进行数值模拟。
Through the long-term monitoring of deformation of the deep soil and surface soil, a great number of primitive data were obtained.
通过对油罐地基地表土与深层土变形的长期观测，取得了大量的原始数据；
The method can reflect nonlinear deformation behavior of soil and is more close to the real situation.
该方法可以考虑土的非线性变形特性，也更符合土的实际情况。
In addition, cyclic stress ratio and number of cyclics have remarkable effects on vertical deformation of cement-soil pile composite foundation.
另外，在循环荷载作用下循环应力比和加荷周数对复合地基竖向变形有显著的影响。
Study on deformation behaviours of soil under slow reciprocating loading is not often seen but in practical engineering there are many examples of such case.
慢速往复荷载作用下土变形特性的研究不多见，但实际工程中土受到慢速往复荷载作用的例子很多。
In order to study the pressure features and deformation features of soil under three different major stresses, complicated truly triaxial test are needed.
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。
For the three-dimensional consolidation effect impersonal existence of roadbed and the horizontal thrust from stresses re-distribution of embankment, soil lateral deformation should not be neglected.
软土路基中三维固结效应以及路堤的应力重分布产生的水平推力，引起的侧向变形是不容忽视的。
For the three-dimensional consolidation effect impersonal existence of roadbed and the horizontal thrust from stresses re-distribution of embankment, soil lateral deformation should not be neglected.
软土路基中三维固结效应以及路堤的应力重分布产生的水平推力，引起的侧向变形是不容忽视的。
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