本文叙述了用静力地质力学模型研究地应力的作用下,三峡船闸闸室围岩中的应力场和位移场随着闸室的开挖而变化的过程,探讨了变化的特点,并从提高开挖高边坡稳定性的角度,提出了在工程勘探和设计施工等方面合理利用这些变化特点的建议。 This paper describes the process of changing the stress field and displacement field in the surrounding rock of the lock chamber of the Three Gorges Ship Lock under the action of the geomechanical model to study the in-situ stress. The characteristics of the change are discussed and improved. From the perspective of excavation of high slope stability, proposals were made for the rational use of these changes in engineering exploration, design, and construction.