| 1. | The concept of fictitious cohesive strength was put forward by test
试验中提出了伪粘聚力的概念。 |
| 2. | Effective cohesion intercept
有效粘聚力 |
| 3. | 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 |
| 4. | En 28394 jointing products . sealants . determination of adhesive and cohesive force by shearing to rupture
填隙产品.腻子.剪切直至断裂进行粘性-粘聚力测定 |
| 5. | Standard test method for bond and cohesion of one - part elastomeric solvent release - type sealants
单一成份弹性溶剂释放型密封胶的粘结力及粘聚力的标准试验方法 |
| 6. | Sealants - determination of adhesive and cohesive force by endurance tensile strength after thermal treatment
密封剂.热处理后用耐久拉伸强度测定粘附力和内粘聚力测定 |
| 7. | Sealants - determination of adhesive and cohesive force by tensile strength test until rupture after thermal treatment
密封剂.热处理后进行拉伸试验直至拉断时的粘附力和内粘聚力测定 |
| 8. | To estimate of ultimate bearing capacity from the cohesion and unit weight of soil and embedded depth ( overburden ) , the kinematical approach of limit analysis based on the three - dimensional mechanism was used
文中利用极限分析中的机动法，构建了一个临近基坑矩形浅基础的三维机动许可破坏模式，按照地基承载力的传统表达方式，分别给出了单独考虑土的粘聚力、基础埋深（超载）和土的自重影响的承载力系数。 |
| 9. | Furthermore , the forms of slip surface are generalized into conic curve no longer taking the magnitude of cohesion into account . and the method of slope stability analysis for anchor - reinforced or discharged slope is also presented
假定滑面上应力分布形式，文中进一步将粘性土坡和无粘性土坡的滑面形式统一起来，在计算过程中不再根据粘聚力的大小来假定不同的滑面形式，均将滑动面形式假定为二次曲线。 |
| 10. | ( 5 ) for slope safety problem , the paper analyzed the sensitivity of parameter . the result shows that e , v , , k0 have little affecting on slope safety , friction angle and cohness c are main factors . providing a theoretics gist for reinforcing bank
结果表明，弹性模量e 、泊松比、剪胀角和侧压力系数_ 0对边坡的安全系数影响不大，影响边坡安全系数的土体参数主要为内摩擦角和内粘聚力c ，为边坡稳定的治理提供了理论依据。 |
