真空降水加固吹填土的研究  

Study on the Vacuum Method of Drainage for Reclaimed Ground

作　　者：张诚厚[1] 陈绪照 

机构地区：[1]南京水利科学研究院

出　　处：《水运工程》1992年第1期37-42,44,共7页Port & Waterway Engineering

摘　　要：本文介绍了一种新的吹填土加固技术的研究结果。文中介绍了加固原理、室内模型试验及现场试验的监测成果。This paper presents a new technique for consolidation of reclaimed ground, in which the principles of consoiidation are introduced, and observation data of test results both in laboratory and on field are given out, By comparison between the test in room and test on field,their regularities are fairly consis lent each other. The mechanical characteristics of the ground after consolidation are much better than the original behavior. But the condition of top layer of the ground is stili not so evident, and it is requires to take measures further. At the sametime, this method is only recommended for the clayey soil.

关 键 词：真空降水 加固 吹填土 

分 类 号：U655.51[交通运输工程—港口、海岸及近海工程]