Announcements Probabilistic Analysis of the Undrained Bearing Capacity of Rectangular Footings on Three-Dimensional Spatially Variable Clay Published 7 days ago on June 14, 2025 By Zhichao Shen Hongzhen Chen Le Wang and Yinghui Tian1Professo ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, Volume 11, Issue 3, September 1, 2025. Source: Part A: Civil Engineering Related Topics: Up Next Chinaβs innovative perovskite film boosts LED brightness, extends lifespan Don't Miss A Deeper Dive into Aero Quality: Upcoming IA9100 Series Standards Updates Zhichao Shen Hongzhen Chen Le Wang and Yinghui Tian1Professo Continue Reading Advertisement You may like Click to comment Leave a ReplyYour email address will not be published. Required fields are marked *Comment * Name * Email * Website {{#message}}{{{message}}}{{/message}}{{^message}}Your submission failed. The server responded with {{status_text}} (code {{status_code}}). Please contact the developer of this form processor to improve this message. Learn More{{/message}}{{#message}}{{{message}}}{{/message}}{{^message}}It appears your submission was successful. Even though the server responded OK, it is possible the submission was not processed. Please contact the developer of this form processor to improve this message. Learn More{{/message}}Submittingβ¦