1、

Thin section analysis is conducive to designing a suitable acidizing fluid formulation which possesses high erosion efficiency and can cause the pore framework water to be destroyed;

根据薄片分析有助于设计溶蚀率高、而孔隙骨架水遭到破坏的合适的酸化液配方。

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2、

Considered radial consolidation of sand drain, analytical solutions of excess pore water pressure were analyzed.

考虑砂井径向固结,进行了超孔隙水压力解析解研究。

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3、

It is concluded that pore throat diameter, pore structure, granularity, porosity, permeability and height of gas column are the influential factors of irreducible water saturation of this area. Granularity is main influential factor.

通过对实验资料的分析,研究了莺歌海盆地束缚水饱和度的影响因素,认为孔喉直径、孔隙结构、粒度、孔隙度和渗透率以及气柱高度是该地区束缚水饱和度的影响因素;

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4、

By diagenesis compaction and filling of clays, the formation of the reservoir is characterized by small pore throat radius, complex pore structures, rich irreducible water saturation, and small resistivity difference between oil layer and water layer.

后经成岩压实作用及粘土矿物的充填,造成孔喉半径变小,孔隙结构复杂,孔隙空间对水的滞留能力加强,束缚水饱和度高,油层与水层电阻率差别减小,电阻率增大指数小于3。

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5、

Excess pore water pressure in soft foundation under sea embankment undergoes a cyclic variation due to the change in unit weight of upper accumulation with the tide level.

当潮位的涨落引起上部堆载容重变化时,海堤下软基的超孔隙水压力将随潮位呈周期性变化。

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6、

Experimental study on time-dependent properties and pore water pressure of soft soil under unloading

软土卸荷时效性及其孔隙水压力变化试验研究

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7、

The corrected resistivity value of the fresh water mud invasion for different pore structures were given through comparing the time-lapse logging, the oil-base coring wells and the array induction logging with the conventional logging and combining with software inversion.

通过时间推移测井、油基泥浆取芯井、阵列感应测井与常规测井对比统计分析,结合软件反演,得出了不同孔隙结构类型淡水泥浆侵入电阻率校正值。

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8、

Besides, a series of experimental observations were conducted for fully understanding the pore scale water morphology, distribution and evolution in porous media and results revealed that there is some certain inherent relationship between the thermal conductivity measurement relative error and pore water morphologies.

利用实验测量堆积型多孔介质在不同含湿率时的导热系数,并深入观察和认识孔隙内水分形态、分布及加热时水分演化过程,揭示其与导热系数测量相对误差之间的内在联系。

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9、

Thermal dispersion and solute dispersion, resulting from the discrepancies of pore water velocity, are important parameters in studying water, heat, and solute transport in porous media.

由土壤孔隙水流速率差异引起的热弥散和溶质弥散对于了解水热盐耦合运移非常重要。

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10、

Experimental research on the ground deformation and pore water pressure during 10000 kN · m high energy dynamic compaction

10000kN·m高能级强夯时的地面变形与孔压试验研究

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11、

The coating film contained a biocompatible semipermeable material, cellulose acetate, and a water soluble pore-forming agent, poly ( ethylene glycol).

膜衣成分包含具有生物相容性材料-醋酸纤维素与水溶性孔洞形成剂-聚乙二醇。

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12、

The increase of residual sliding force is prominent because of the occurrence of excess pore water pressure.

超孔隙水压力的存在大幅提高了剩余下滑力值。

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13、

The pore-water pressure σ p reduces the mormal stress on the fissure of rock, hence causes sliding fracture which formerly remained in stable status.

孔隙水压σp降低了岩体断裂面上的正应力,使原处于稳定状态的断裂发生滑移破裂。

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14、

For the example case, the parametric computations and comparative studies are made to examine the effect of vertical component of ground motions, vertical seismic response of potential sliding mass, shaking-induced pore water pressure and other related factors on the sliding movement and earthquake-resistant behavior of embankments.

最后,结合算例并通过具体数值计算与分析探讨了竖向地震动分量、滑坡体竖向地震响应、振动孔隙水压力等各种因素对土石坝地震位移及抗震性能的影响。

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15、

Formulations of stability calculation of landslides are presented by the improvement of the force analysis of soil slices with random distribution of pore water pressure in slip zone.

通过对滑坡土条的受力分析进行改进,建立起能考虑滑带内存在任意孔隙水压分布情况下的稳定性计算公式。

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17、

Experimental research on law of pore water pressure during foundation pit excavation

基坑开挖孔隙水压力变化规律试验研究

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18、

Research on pore water pressure and residual shear strain characteristics of sand clay

砂质混合粘土的孔隙水压力和残余变形特性研究

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19、

Triaxial Test, Stress State and Stress Paths, Pore Water Pressure Parameters.

三轴试验,应力状态与应力路径,孔隙水压力系数。

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20、

The consolidation behavior of the sand drain ground during the process of filling the embankment was monitored by the settlement plate, telescoping tube settlement gauge and pore water pressure cell.

采用沉降板、分层沉降仪、孔隙水压力计等仪器,对路基分层填筑过程中砂井地基的固结规律进行监测,保证了路基的安全填筑。

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