碎石填土地基的动力固结试验  

Experimental study on dynamic consolidation of crushed stone filling foundation

作　　者：李廷[1] 吴玉山[1] 程祖锋[2] 

机构地区：[1]中国科学院武汉岩土力学研究所,湖北武汉430071 [2]河北建筑科技学院,河北邯郸056038

出　　处：《岩土力学》2001年第2期204-206,共3页Rock and Soil Mechanics

摘　　要：碎石填土地基是沿海地区常见的一种地基，动力固结法是对碎石填土地基进行处理的较好方法。通过对南方某码头的碎石填海地基进行的高能量动力固结试验，分析得出了一些有益的结论，其结果对类似工程的施工有一定的借鉴意义。Dynamic consolidation is a better way for treatment of crushed stone filling foundation, which is widely used in the seaboard of China. The test of high-energy dynamic consolidation on crushed stone filling foundation in a harbor project in South China was conducted and analysed. Many measuring methods were used in the test. As a result, we obtained some beneficial conclusions and put forward some advices for many similar projects.

关 键 词：碎石填土地基 动力固结试验 竖向沉降量 堆载试验 夯击次数 

分 类 号：TU472.31[建筑科学—结构工程]