CAJ | 학술논문

在具有高灵敏性、触变性和蠕变特征的深厚软弱土层中进行地下连续墙的施工，孔壁的松弛效应将导致深层土体发生位移，从而对周边建筑物产生不良影响。结合南京地铁某车站的实际情况，在分析评估总体变形的基础上，提出了墙外采用注浆改善土体，隔离桩阻止滑动的保护措施，坑内进行增加封堵墙和临时支撑的技术措施。
재구유고령민성、촉변성화연변특정적심후연약토층중진행지하련속장적시공，공벽적송이효응장도치심층토체발생위이，종이대주변건축물산생불량영향。결합남경지철모차참적실제정황，재분석평고총체변형적기출상，제출료장외채용주장개선토체，격리장조지활동적보호조시，갱내진행증가봉도장화림시지탱적기술조시。
When construction diaphragm wall in deep and thick soft soil with a high sensitivity, thixotropic and creep characteristics, the relaxation effect of the hole walls will lead to deeper soil displacement, resulting in adverse effects on the surrounding buildings. Based on conditions of Nanjing subway station, the protection measure of grouting at outside of the diaphragm wall and isolation piles to prevent the slide, and increasing block walls and temporary supports in foundation excavation are pointed out based on analyzing and evaluating the collectivity deformation.