顶进
发掘
岩土工程
可施工性
工程类
结算(财务)
管道运输
地质学
采矿工程
结构工程
机械工程
艺术
表演艺术
万维网
计算机科学
付款
艺术史
作者
Min-Hyung Jung,Hojung Lim,Chang-sub Shin,Song Lee
出处
期刊:Journal of The Korea Institute for Structural Maintenance and Inspection
日期:2009-01-01
卷期号:13 (1): 152-160
摘要
The pipe jacking method which is a non-excavation method is frequently used due to constructability and economical efficiency in a medium or small-sized pipeline construction. However, jacking process of the method still causes problems that the base ground is disturbed and loosen. These lead to surface settlement, strength decrease and leakage of water. Therefore, this study presents in-situ application of the steel pipe jacking with grouting, and it is that jacking and grouting are progressed simultaneously. To verify this, the steel pipe jacking with grouting and the existing steel pipe jacking have been constructed on the same ground condition. It has been proved that the steel pipe jacking with grouting is in-situ applicable according to results of monitoring surface settlement, in-situ density, GPR geophysical prospecting and large scale direct shear test.
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