岩石嵌固掏挖基础抗拔承载特性及其影响因素研究
Uplift Bearing Characteristics and Associated Influencing Factors in Rock Embedded Excavated Foundations

岩石嵌固掏挖基础目前已经广泛应用于电力基础工程中。原状土由于受扰动较小，胶结性强，具有良好的抗剪强度，对掏挖基础抗拔承载力具有重要影响，因此研究原状土参数变化对基础上拔承载性能的影响规律具有重要意义。结合现场试验，建立数值模型，研究土体黏聚力、内摩擦角、弹性模量对基础上拔承载性能的影响规律。研究表明：土体内摩擦角和黏聚力对基础抗拔承载力具有较大影响，而弹性模量影响程度较低；参数的变化对土体塑性区发展规律影响较小。
Rock embedded excavated foundations are widely used in power engineering. As undisturbed soil may be characterized by slight disturbance, strong cementation, and good shear strength, undisturbed soil can have an important influence on the uplift bearing capacity of an excavated foundation. Therefore, it is of great significance to study the influence of changes in undisturbed soil parameters on the uplift bearing capacity of excavated foundation. This study carried out an in situ test on a foundation in Anhui Province, China. The numerical model was built using FLAC3D software, and Q-S curves were obtained. In addition, the foundation underwent direct shear and consolidation tests. Model parameters were based on the results of the in situ test. The simulation results and experimental results were fitted well, so the model can be considered as a reasonable model. Within the model, the single factor method was used to adjust the internal friction angle, cohesion, and the elastic modulus of the soil. This study demonstrates that the uplift bearing capacity increases as both the internal friction angle and the cohesion of soil increase, but shows only a small increase in uplift bearing capacity with increases in elastic modulus. With increasing soil cohesion, internal friction angle, and elastic modulus, there appears to be no difference in the change of foundation soil plastic zone.