soil cohesion的例句大全

Researches on p-y curves of large diameter piles are processing from fourfactors: soil friction angle, soil cohesion, soil unit weight and pile diameter.

研究了土的摩擦角、粘聚力、重度和桩径对大直径单桩的p-y曲线性状的影响，并总结出适合大直径桩的p-y曲线线型。

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Earth pressure analysis on short retaining wall considering spatial effect and soil cohesion

考虑空间效应和土体粘聚力的短墙土压力分析

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Discussing the changes in soil parameters how to affect the stabilizing pile, analyzing the angle of internal friction and cohesion on the pile of soil arching.

分析研究了土体参数变化对抗滑桩的影响，讨论了内摩擦角和粘聚力对桩间土拱效应的影响，研究了土体参数变化条件下的桩板墙的地震响应。

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The result shows that the cohesion force is largely increased 256%, and the angle of internal friction increased 122%. The strength of soil increases with reaction time.

测试结果为固化后的粘土粘聚力有很大的提高，达到256%，内摩擦角也有较明显改变，增大122%，随着固化作用的时间延长，强度将还会进一步提高。

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The experiment and comparison results show that the ultimate shear stress, cohesion and angle of internal friction decrease along with the broadening of water content in the expansive soil.

试验和对比结果表明，膨胀土的极限剪应力、凝聚力和摩擦角都随着含水率的增大而减小；

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We have accomplished the large scale field test of landslide inspired by artificial rainfall and laboratory soil test. The test results illustrate that there is a linearly descending relationship of the cohesion and angle of internal friction with the water content.

并进行大型的野外人工降雨激发滑坡试验和室内土工试验，试验结果表明粘聚力和内摩擦角与含水率呈线性递减关系；

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The triaxial shearing test showed that the cohesion of sand reinforced with the fibre of sand thorn or sand willow was increased by 2.5~ 4 times; the cohesion and the angle of internal friction were increased by 0.25~ 0.40 times for the reinforced clay soil.

三轴剪切试验结果表明，沙棘、沙柳须根的加筋作用使沙土的粘聚力c值提高了2.5~4.0倍，使粘性土的粘聚力c值及内摩擦角φ值均增加0.25~0.40倍。

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By sensitivity analysis, the sequence of factors that influence the critical pile space is: residual slip force of sliding mass, internal friction angle of soil mass, cohesion of soil mass, width of pile.

通过敏感性分析，对于临界桩净间距而言，各影响因素的敏感性大小排序为：滑体剩余下滑力、土体内摩擦角、土体粘聚力、桩宽度。

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Results show that degree of compaction, compaction water content and saturation state of compacted soil have influence on cohesion and angle of friction of clay, thereby on the shear strength of clay.

试验表明，压实度、压实含水量及土体饱和状态对粘聚力和内摩擦角有影响，从而使抗剪强度也受到三因素的影响。

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A formula of active earth pressure on retaining wall was proposed which considers the cohesion force on sliding plane and the adhesive force on interface of soil and retaining wall.

考虑滑裂面上填土的粘聚力及填土与墙背接触面上的粘着力，推得了粘性填土挡墙上的主动土压力计算公式。

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