CAJ | 학술논문

文章以潍坊瑞都广场为例，以经验法（现场标准贯入试验测试方法和物理力学性质指标）初步确定地基土承载力特征值，理论计算结合现场平板载荷试验，准确确定地基土承载力特征值，并提供了技术可行、经济合理的天然地基基础方案，该项目是当地类似工程第一个采用天然地基基础方案的案例，后期监测表明，各项变形参数均在规范允许变形值范围之内，该项目突破了地区传统经验，经济效益和社会效益显著，为以后类似勘察项目采用此方案提供了佐证。
문장이유방서도엄장위례，이경험법（현장표준관입시험측시방법화물리역학성질지표）초보학정지기토승재력특정치，이론계산결합현장평판재하시험，준학학정지기토승재력특정치，병제공료기술가행、경제합리적천연지기기출방안，해항목시당지유사공정제일개채용천연지기기출방안적안례，후기감측표명，각항변형삼수균재규범윤허변형치범위지내，해항목돌파료지구전통경험，경제효익화사회효익현저，위이후유사감찰항목채용차방안제공료좌증。
With the case of Weifang Ruidu Plaza, this paper initially identified the foundation soil bearing capacity values with experience method (field standard penetration test method and the physical and mechanical properties indicators), and accurately determined the foundation soil bearing force characteristic values combining with the theoretical calculations and field plate loading test, and provided a technically feasible and economically reasonable natural foundation program. This project is the first case by using natural foundation programs in this region. The post-monitoring shows that the deformation parameters are in the range of deformation values in specification, and this project break the traditional experience, and has a significant economic and social benefits, and also provides evidence for the application of this scheme in future similar projects.