摘要
辰山植物园建筑物邻近需要大规模高填土的区域,这在上海软土地区极为鲜见,没有成熟的经验可供借鉴;结合辰山植物园高填土设计和施工,针对软土地基上高填土对相邻建筑物的不利影响进行详细研究;根据试验坝段监测资料反演土层计算参数,确保数值模拟的可靠性;明确提出填土较高、工期较短时类似工程的地基处理方法及工序要求;重点就相应有效防治措施进行深入分析,并与全过程工程监测结果对比及验证。
Tall fill was needed close to buildings in Shanghai Chenshan Botanical Garden.The project was done in Shanghai where there was little referred project experience.Based on this project design and construction,the adverse impacts on the near buildings caused by the tall fill was studied in detail.The calculation parameters of the soils were achieved from the experiment dam,and the simulation analysis was rather accurate.The construction management plan was presented for the tall fill project and the measures implemented with great efficiency were obtained.At one time,the simulation results were contrasted with the full process testing data.
出处
《工业建筑》
CSCD
北大核心
2011年第11期6-10,24,共6页
Industrial Construction
关键词
高填土
竖向超载
边坡稳定
试验坝段
施工工序
预排水固结
加筋土挡土墙
减沉路堤桩
tall fill
vertical overload
slope stability
experiment dam
construction processes
soil consolidation of pre-drainage
reinforced earth retaining wall
embankment piles
作者简介
第一作者：李亚明，男，1960年出生，教授级高级工程师，博士生导师，国家一级注册结构工程师。E—mail：liym@siadr．com．cn
