1、

Study on interaction between soil mass deformation and pore pressure during subsidence by mining

开采沉陷土体变形与孔隙水压相互作用研究进展

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2、

Soil lines of equal pore pressure

土内孔隙水压等同线

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3、

The authors proposed the model of pore pressure of the silt.

同时提出了粉土孔压数值模型。

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4、

Examination and Adjustment of Formation Pore Pressure through Fluid Logging

利用流体测井检测调整井地层孔隙压力方法研究

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5、

Based on the undercompaction theory, accurately pore pressure of the drilled formation may be gained by Eaton method and logging data and the measured data.

在分析欠压实理论的基础上,运用伊顿法并利用测井资料,结合实测资料,建立了新场构造钻遇地层准确的孔隙压力;

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6、

The simple bounding surface elastoplastic-viscoplastic model was used in Biot' consolidation theory. The deformation and pore pressure of road soft clay improved by heaped load precompression was calculated numerically.

在Biot固结理论中使用简化的边界面弹塑/粘塑性模型,对超载预压法处理公路软基全过程的变形和孔压进行数值计算。

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7、

Man on the Ecological Law theory of equivalent pore pressure;

生态法上的人等效孔隙压力法;

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8、

The methods of geopressure prediction are appreciated in this paper, The results show that seismic internal transit time deviation-pore pressure gradient convertion take advantage of the known pressure data ( RFT).

研究了压力预测的方法,推导地震声波时差差值&压力梯度法的计算公式并指出它的优点是能够充分利用已知的钻井实测压力资料;

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9、

The results show: the thickness of covering soil layer increases, peak pore pressure ratio of sandy soil decreases;

分析发现:上履土层厚度增加时,砂土峰值孔压比随之减小;

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10、

Based on a fully coupled thermal-hydraulic-mechanical formulation of saturated porous media, the analytical solutions of a one-dimensional thermal elastic consolidation model under non-isothermal condition are deduced by finite Fourier transform and its inverse transform. The analytical expressions of temperature, pore pressure and displacement are derived.

基于饱和多孔介质热-水-力完全耦合的控制方程,通过有限Fourier变换及其逆变换,对一维热弹性固结模型进行解析求解,给出土柱内部温度、孔压和位移演化过程的解析表达式。

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11、

The investigations results show that the coupling of thermal cracking and pore pressure is the main reason to induce the thermal spalling and uncertainty of explosive spalling.

提出了热开裂和孔隙水(汽)压力的耦合作用是产生混凝土爆裂和不确定性的主要原因。

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12、

The results modeled show that the pore pressure has an great influence on the strain localization; The increase of pore pressure prevents shear bands from developing fully and causes tension failure of rock sample.

数值模拟结果表明,孔隙压力对变形局部化应变场有较大影响,随着孔隙压力的增加剪切带趋于不明显,岩体试件倾向于发生拉伸破坏。

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13、

Study on Rules of Pore Pressure Dissipation in Consolidation of Multilayered Soil

层状土体固结中孔隙水压力消散规律的研究

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14、

Second, the fluid in a zone reacts to mechanical volume changes by a change in pore pressure.

第二,单元中的流体受到孔压改变导致体积变化的影响。

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15、

Based on the Terzaghi's theory of consolidation, it is used to derive, directly from the time-compression curve of soil, the coefficient of consolidation which controls the rate of dissipation of the excess pore pressure.

按照Terzaghi固结理论,直接从土体压缩时间过程定出控制孔压消散速率的固结系数,暗含固结度Uσ和压缩度Uε等同的假设。

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16、

Horizontal intensity isoporic charts soil lines of equal pore pressure

水平强度等磁变线图土内孔隙水压等同线

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17、

By the testing results of the circular stress path on the x plane of medium dense Chengde sand, this paper illustrates that the change of stress Lode's angle has significant effect on the accumulated value of pore pressure.

本文通过中密承德沙π平面上圆应力路径试验结果,说明应力劳台角的变化对孔压累积值有显著的影响。

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18、

Deformation of soil layer under periodic boundary pore pressure

土层在其界面受周期孔隙压力作用下的变形规律

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19、

Soil lines of equal pore pressure anisotropically consolidated undrained test

土内孔隙水压等同线不等压固结不排水试验

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20、

Influence of pore pressure on stresses distribution around a borehole

地层孔隙压力对井壁附近应力分布的影响

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