"云计算下的地基承载力计算方法研究：考虑塑性区效应的分析"

The research paper titled "Cloud Computing - Research on the Calculation Method of Foundation Bearing Capacity Considering the Plastic Zone" explores a new approach to calculating the bearing capacity of foundations by considering the plastic zone. Traditionally, most criteria for determining the bearing capacity of foundations are based on elasticity theory, which assumes that the foundation should deform elastically before reaching its maximum capacity. However, practical engineering experience has shown that foundations can also exhibit increased bearing capacity when undergoing plastic deformation. Therefore, there is a need to investigate the bearing capacity of foundations in the plastic zone. The abstract of the paper highlights the discrepancy between traditional elastic theories and the actual behavior of foundations. It suggests that foundations can potentially bear much more load than previously assumed if their deformations are allowed to enter the plastic zone. By utilizing the bearing capacity in the plastic zone, engineers can potentially design more efficient and cost-effective foundations that can withstand higher loads. Overall, the research paper presents a novel perspective on foundation design and offers a new method for calculating the bearing capacity of foundations by considering the plastic zone. This research has the potential to significantly impact the field of civil engineering and construction by providing a more accurate and effective approach to foundation design.