京九铁路孔垄至九江软基路堤工后沉降及分析

顾湘生

铁道工程学报 ›› 1999, Vol. 16 ›› Issue (4) : 81-85.

PDF(234 KB)
PDF(234 KB)
铁道工程学报 ›› 1999, Vol. 16 ›› Issue (4) : 81-85.
路网研究

京九铁路孔垄至九江软基路堤工后沉降及分析

  • 顾湘生
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SETTLEMENT AFTER CONSTRUCTION OF EMBANKMENT WITH SOFT ROADBED IN KONGLONG-JIUJIANG SECTION OF JING-JIU RAILWAY AND ITS ANALYSES

  • GU Xiang—sheng
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摘要

对软基路堤的实测沉降数据进行了统计分析,预测了工后沉降量、沉降速率变化。同时分折了路堤 本体沉降、不同施工期以及软基加固层下卧软层对工后沉降的影响。

Abstract

The statistic analyses on practically measured settlement data for the embankments with soft roadbed have been put forward. The amount of settlement after construction and the change of the speed of settlement are forecasted. At the same time, the author analyses the factors which influence the settlement after construction as follows: the settlement of the main body of embankment. the different periods of construction, and the soft soil layers beneath the consolidated laver of the soft roadbed.

关键词

软基路堤 / 固结 / 工后沉降

Key words

embankment with soft roadbed / consolidation / settlement after construction

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导出引用
顾湘生. 京九铁路孔垄至九江软基路堤工后沉降及分析[J]. 铁道工程学报, 1999, 16(4): 81-85
GU Xiang—sheng. SETTLEMENT AFTER CONSTRUCTION OF EMBANKMENT WITH SOFT ROADBED IN KONGLONG-JIUJIANG SECTION OF JING-JIU RAILWAY AND ITS ANALYSES[J]. Journal of Railway Engineering Society, 1999, 16(4): 81-85
中图分类号: P642.26   

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