| 1. | Total stress approach of shear strength
抗剪强度总应力法 |
| 2. | Total stress strength parameter
总应力强度参数 |
| 3. | Total stress failure envelope
总应力破坏包线 |
| 4. | Total stress analysis
总应力分析 |
| 5. | Methods of test for soils for civil engineering purposes - shear strength tests total stress
土木工程用土壤试验方法.第7部分:剪切强度试验 |
| 6. | When earth pressures are calculated by the shear strength parameters of cu , the way water - soil calculating separately is best , which should involve the influences of excess pore water pressure through the total stress unloading strength parameters of cu
当采用固结不排水抗剪强度指标计算土压力时，最好采用水土分算的计算方法，计算时可以通过三轴固结不排水总应力强度指标将超静孔隙水压力的影响考虑在其中，但此时最好采用卸载强度指标。 |
| 7. | With the established dynamic pore pressure model , the calculated results of total stress method and effective stress method are compared . consolidation settlement induced by dispersion of residual pore pressure is calculated , and the effect of pore pressure on pavement settlement is discussed
采用本文建立的软土地基动孔压模型，对比分析了不排水有效应力法和总应力法计算结果，计算了残余孔隙水压力消散所产生的固结沉降，探讨了孔压对道路变形的影响。 |
| 8. | In order to make clear the influence of two kinds of stress to the total stress , equivalellt thermal stress of lpg vessel under only tempertae load and its equlvalent mechanical stress under only inner wall stress are calculated and analyzed , then its equivalent total stress is calculated , analyzed and compared
为了弄清这两种应力分别对总压力的影响的大小，首先单独对液化气压力容器仅受温度载荷时的瞬态当量热应力以及仅受内壁压力时的瞬态当量机械应力进行了计算分析，然后计算了液化气容器的当量总应力并对其进行了分析比较。 |
| 9. | Considering the characteristics of internal force and structures of simply supported pc bridges , a novel automatically step - up method ( asum ) , taking into account the influence of steel arrangement , steel ratio , stress losses of tendons and time - dependent concrete modulus , to analyze creep and shrinkage effects is presented . this method accepts all kinds of expressions of creep and shrinkage , and it is easy to calculate total stress , strain of concrete and steel and deflection of bridge at any time , the expected prediction accuracy will be obtained by further dividing the time - step within duration
首先，针对预应力混凝土简支梁桥的受力特征和构造特点，提出了徐变效应分析的全量形式自动递进法，可考虑截面上钢筋位置、配筋率、预应力钢筋松弛、混凝土弹性模量随时间变化等影响，且计算式可适用于任何形式的收缩、徐变特性表达式；建立的公式可方便地求解任意时刻混凝土、钢筋的应力与应变和跨中梁体的竖向变形，计算精度可方便地通过计算时段的细分来控制，直至给出满意的结果。 |
| 10. | By analyzing data of in - situ and laboratory in a certain project , the foundation stability is calculated with considering structural shear strength and meanwhile the foundation stability is also calculated with apparent strength increase total stress and the effective stress method considering the over - static water pressure ; and then the result could be gained : conventional method is conservatism
结合具体的工程实例，对各种原位和室内试验进行统计分析，对地基土进行考虑结构强度增长的总应力法稳定性计算，并与考虑表观强度增长的总应力法和考虑超孔隙水压力的有效应力法地基稳定性计算进行对比。 |
