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上海地区基坑工程中的土体注浆加固研究
引用本文:秦爱芳,李永圃,陈有亮. 上海地区基坑工程中的土体注浆加固研究[J]. 土木工程学报, 2000, 33(1): 69-72
作者姓名:秦爱芳  李永圃  陈有亮
作者单位:1. 上海大学
2. 上海安居房发展中心
摘    要:在工程实践的基础上,对上海等软土地区基坑工程中注浆加固的类型、材料、工法进行了探讨;着重对坑底被动区土体注浆加固的形式、深度、宽度进行了研究;引入了两个实例,从土体注浆加固后土性各项指标的改善和土体注浆加固后地下连续墙体位移量、周围土体沉降、标准贯入度等的变化分析了注浆加固效果;本文的结果对工程实践有一定的参考价值.

关 键 词:软土地区  基坑开挖  注浆加固  被动区土体加固
修稿时间:1998-02-19

STUDY ON STABILIZING GROUT OF EXCAVATION PITS IN SHANGHAI DISTRICT
Qin Aifang,Li Yongpu,Chen Youliang. STUDY ON STABILIZING GROUT OF EXCAVATION PITS IN SHANGHAI DISTRICT[J]. China Civil Engineering Journal, 2000, 33(1): 69-72
Authors:Qin Aifang  Li Yongpu  Chen Youliang
Affiliation:Qin Aifang; Li Yongpu ;Chen Youliang(Shanghai University) (Shanghai Housing Developing Center) (Shanghai University)
Abstract:In this paper, the types, materials and methods of stabilizing grout in Shanghai district and other soft - clay areas during excavation of foundation pits are discussed, the procedure , depth and width of stabilizing grout for soil in the passive areas are studied. Through two practical examples, the effects of stabilizing grout are analyzed in arccordance with the improvement of the soil properties, the displacement of the undergrond continuous concrete wall, the settlement of the surrounding soil and the change of standard penetration. The above - mentioned results may have guide significance for engineering practice.
Keywords:soft-clay area   excavation of foundation pits   stabilizing grout   stabilization of soil in passive area  
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