摘要
叙述爆炸法处理软土地基技术的原理和特点及其在我国的发展应用情况,重点介绍该项技术在浙江省海涂围垦工程中的试验、初步应用和完整应用过程及取得的成果。经过20 年来的发展和实践,爆炸法处理软土地基技术已从当初只能处理10 m 左右深度范围内的“落地式”断面结构发展到现今能处理20～30 m 深的“悬浮式”堤坝断面结构等较深厚复杂的软土地基基础,并在浙江省海涂围垦工程中实现了首次完整应用。
This paper introduces the principle and characteristics of soft soil foundation treatment by explosion technology. It also introduces the development and application of this technology in China,esp. the progress and achievement of the technology which is tested and applied in sea-beach reclamation engineering in Zhejiang Province. By this technology, we could only treat 10m-deep'floor type'dam section structures initially. With its development and practice of 20 years, we can now treat deeper and more complicated soft soil foundation of 20～30m-deep'suspended'dam section structures. It practiced its first complete application in sea-beach reclamation engineering in Zhejiang Province.
出处
《水运工程》
北大核心
2005年第4期22-26,共5页
Port & Waterway Engineering
关键词
爆炸法处理软土地基技术
海涂围垦工程:
“悬浮式”堤坝结构
soft bed treatment by explosion technology
sea-beach reclamation engineering
'suspended' dam structures
