无粘性土 meaning in Chinese
cohesionless soil
non-cohesive soil
Examples
- Angle of repose of cohesionless soils test
室内土工试验无粘性土天然坡角试验 - According to the coulomb ' s earth pressure theory , from the condition of the static equilibrium of the force when the slide wedge was in limit equilibrium , a formula was derivated for the calculation of active earth pressure of cohesive or non - cohesive backfill soils
摘要根据库伦土压力的计算原理，从滑动楔体处于极限平衡状态时力的静力平衡条件出发，推导出了计算粘性土或无粘性土主动土压力的公式。 - Abstract : on the basis of general principles of mechanics and critical state soil mechanics theory , a theoretical formula determining the coefficient of earth pressure at rest for cohesionless soil is derived by means of combining hypoplasticity with critical state soil mechanics . the formula has a simple form and is only related to the effective angle of internal friction of soil . there is a slight difference between the calculated value of the formula and that of other formulae . the further investigation of the formula shows that it can be used to determine the coefficient of earth pressure at rest of cohesionless soil
文摘:在满足一般力学原理和临界状态土力学理论的基础上，本文将亚塑性理论与临界状态土力学相结合，推出了一个计算无粘性土静止土压力系数的理论公式.该公式形式简单，仅与土的有效内摩擦角有关，其计算结果与常见的多个经验公式的计算结果只有微小的差别.文中讨论结果表明，该公式可用于确定无粘性土的静止土压力系数