| 1. | They must try to strike the balance best suited to the environmental stresses .
他们必须试着去达到这种最适应于周围压力的平衡。 |
| 2. | Influence of confining pressure on non - drainage shear strength of saturated soft clay
周围压力对饱和软黏土不排水剪强度的影响 |
| 3. | " i believe that referees are influenced by environmental pressures - exactly how that happens is inconclusive , " said professor alan nevill of the university of wolverhampton who has studied soccer crowds
伍尔弗汉普顿大学研究足球观众的教授阿伦奈维尔说： “我认为裁判确实会受到周围压力的影响，但具体是如何影响的还没有一个定论。 ” |
| 4. | " i believe that referees are influenced by environmental pressures - - exactly how that happens is inconclusive , " said professor alan nevill of the university of wolverhampton who has studied soccer crowds
伍尔弗汉普顿大学研究足球观众的教授阿伦?奈维尔说： “我认为裁判确实会受到周围压力的影响，但具体是如何影响的还没有一个定论。 ” |
| 5. | Exerted the most influence " i believe that referees are influenced by environmental pressures - exactly how that happens is said professor alan nevill of the university of wolverhampton who has studied soccer crowds
伍尔弗汉普顿大学研究足球观众的教授阿伦奈维尔说： “我认为裁判确实会受到周围压力的影响，但具体是如何影响的还没有一个定论。 ” |
| 6. | Abstract : based on laboratory test results , a model for predicting the residual deformation of soft clay under impact loading is proposed in this paper , which fits well with other test results . this model , considering several factors which affect the residual deformation such as confining pressure , impact energy and the number of impacting , can be used for the deformation prediction in the treatment of saturated soft clay by the drainage consolidation method of combining static and dynamic loading
文摘:在试验基础上建议了一个预测冲击荷载作用下饱和软粘土残余变形的计算模式，该模式考虑了周围压力、冲击能大小、冲击次数和冲击遍数等几个因素.对计算模式的验证表明，预测值与实测值吻合较好.该模型可用于动静结合排水固结法处理软基时的变形计算 |
| 7. | Comparing their expansion force counted by liner interpolation , the author puts forward the critical value existing in the reinforcement ratios . in the meantime , the tri - axial shear test of cu on the expansive soils and reinforced soils under different compactness , layers and confinement pressure are finished . it is concluded that the cohesive force of reinforced soils is greater than that of expansive soils , moreover the internal friction of reinforced soils is equal to that of expansive soils
同时对膨胀土及其加筋土分别进行了不同压实系数、加筋层数及周围压力下的三轴固结不排水剪切试验，分析这三种因素对素土和加筋膨胀土强度的影响，比较加筋前后膨胀土的c 、值，得到c值增加值几乎不变的结论。 |
| 8. | The static triaxial test of two engineerings shows that the breaking strength of asphalt concrete declines significantly as the temperature rises and the strain increases noticeably when breaking . increase in the asphalt content leads to decrease in tangent modulus and cohesion , but the internal friction angle tends to increase . increasing confining stress results in the augment of the maximum stress and the ultimate value of volumetric strain
两个实际工程的静三轴变形与强度试验表明，随着温度升高沥青混凝土破坏强度明显降低，破坏时应变明显加大；沥青含量的增加会导致切线模量和凝聚力降低，但内摩擦角趋于增加；周围压力增大会导致最大应力_ d增大，其体变压缩极限值也越大。 |
