五邑大学学报(自然科学版)
五邑大學學報(自然科學版)
오읍대학학보(자연과학판)
JOURNAL OF WUYI UNIVERSITY(NATURNAL SCIENCE EDITION)
2001年
2期
38-42
,共5页
基坑支护%主动土压力%被动土压力%搅拌桩
基坑支護%主動土壓力%被動土壓力%攪拌樁
기갱지호%주동토압력%피동토압력%교반장
通过对一基坑支护工程的失败原因进行详细分析，对水泥搅拌桩挡土墙进行了主动土压力、被动土压力的计算及其抗倾覆、抗滑移的验算，提出了卸载、放坡、止水和加固等相应的处理措施，取得了较为满意的效果.
通過對一基坑支護工程的失敗原因進行詳細分析，對水泥攪拌樁擋土牆進行瞭主動土壓力、被動土壓力的計算及其抗傾覆、抗滑移的驗算，提齣瞭卸載、放坡、止水和加固等相應的處理措施，取得瞭較為滿意的效果.
통과대일기갱지호공정적실패원인진행상세분석，대수니교반장당토장진행료주동토압력、피동토압력적계산급기항경복、항활이적험산，제출료사재、방파、지수화가고등상응적처리조시，취득료교위만의적효과.
Through a detailed analysis of a failed pit supporting project, the authors calculated the initiative and passive soil pressures of the cement-stirred pile retaining wall, conducted checking computations of its resistance to overturning and slipping, and put forward such solutions as unloading, sloping, sealing-up and reinforcing. The results prove to be satisfactory.
