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平均累积孔压
相关语句
  average accumulated pore pressure
     From a series of static and cyclic triaxial compression test results, it is found that the degradation of undrained shear strength is associated with the cyclic strain or average accumulated pore pressure under cyclic loading conditions.
     通过对南海重塑粉质粘土土样的大量动三轴试验结果分析 ,得到此种土在波浪荷载作用后不排水抗剪强度衰化同动载作用引起的动应变幅及平均累积孔压之间的相互关系和预估公式 ;
短句来源
     This static triaxial test method is proposed in order to simply estimate the relation between the degradation of undrained shear strength of clay and average accumulated pore pressure under undrained cyclic loading.
     建议可用超固结土样的静三轴剪切试验同时结合部分动三轴试验来预估土样在波浪荷载作用后不排水抗剪强度衰化与平均累积孔压之间的关系。
短句来源
  “平均累积孔压”译为未确定词的双语例句
     The behavior of stress, strain, pore pressure and static undrained shear strength of undisturbed or remolded marine silty clay samples under undrained cyclic loading conditions is analyzed.
     根据海洋粉质粘土原状和重塑土样的动三轴试验结果 ,比较和分析了两种土样应力、应变、孔隙水压力和不排水抗剪强度行为 ,得到了土样的静不排水抗剪强度衰减与波浪荷载作用下土样产生的动应变以及平均累积孔压之间的关系。
短句来源
     The degradation of undrained shear strength is related to the cyclic strain and accumulated pore pressure produced by undrained clyclic loading.
     并将波浪荷载作用使土样内孔压升高 ,有效应力降低 ,形成拟超固结现象的理论 ,应用到土样不排水抗剪强度衰减与平均累积孔压之间关系的分析 ;
短句来源
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From a series of static and cyclic triaxial compression test results, it is found that the degradation of undrained shear strength is associated with the cyclic strain or average accumulated pore pressure under cyclic loading conditions. The results of static triaxial compression tests on over consolidated marine silty clay are very consistent with those of cyclic triaxial tests. This static triaxial test method is proposed in order to simply...

From a series of static and cyclic triaxial compression test results, it is found that the degradation of undrained shear strength is associated with the cyclic strain or average accumulated pore pressure under cyclic loading conditions. The results of static triaxial compression tests on over consolidated marine silty clay are very consistent with those of cyclic triaxial tests. This static triaxial test method is proposed in order to simply estimate the relation between the degradation of undrained shear strength of clay and average accumulated pore pressure under undrained cyclic loading.

通过对南海重塑粉质粘土土样的大量动三轴试验结果分析 ,得到此种土在波浪荷载作用后不排水抗剪强度衰化同动载作用引起的动应变幅及平均累积孔压之间的相互关系和预估公式 ;并通过与超固结土样的静三轴剪切试验结果的比较 ,发现动、静三轴两种试验结果具有很好的吻合关系。建议可用超固结土样的静三轴剪切试验同时结合部分动三轴试验来预估土样在波浪荷载作用后不排水抗剪强度衰化与平均累积孔压之间的关系。

The behavior of stress, strain, pore pressure and static undrained shear strength of undisturbed or remolded marine silty clay samples under undrained cyclic loading conditions is analyzed. The degradation of undrained shear strength is related to the cyclic strain and accumulated pore pressure produced by undrained clyclic loading. Based on the principle of quasi overconsolidation and the results of comparing the cyclic triaxial test on normal consolidated samples and the static triaxial test on overconsolidated...

The behavior of stress, strain, pore pressure and static undrained shear strength of undisturbed or remolded marine silty clay samples under undrained cyclic loading conditions is analyzed. The degradation of undrained shear strength is related to the cyclic strain and accumulated pore pressure produced by undrained clyclic loading. Based on the principle of quasi overconsolidation and the results of comparing the cyclic triaxial test on normal consolidated samples and the static triaxial test on overconsolidated samples, the relation between normalized undrained shear strength and quasi overconsolidation ratio is estabalished. In order to estimate the degradation of undrained shear strength of marine sily clay, the cyclic triaxial test results of undisturbed and remolded marine silty clay samples are needed.

根据海洋粉质粘土原状和重塑土样的动三轴试验结果 ,比较和分析了两种土样应力、应变、孔隙水压力和不排水抗剪强度行为 ,得到了土样的静不排水抗剪强度衰减与波浪荷载作用下土样产生的动应变以及平均累积孔压之间的关系。并将波浪荷载作用使土样内孔压升高 ,有效应力降低 ,形成拟超固结现象的理论 ,应用到土样不排水抗剪强度衰减与平均累积孔压之间关系的分析 ;同时与重塑土样的超固结静态剪切试验结果进行比较 ,得到了土样在波浪荷载作用后的归一化不排水抗剪强度与拟超固结比之间的关系式。建议以少量原状土样 ,配合大量重塑土样的动三轴试验结果 ,实现对实际海洋粘土地基在波浪荷载作用后的静不排水抗剪强度衰化规律的评估

 
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