| 复杂地质条件下地连墙成槽工艺 |
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| 引用本文： | 韩利威,韩绍强.复杂地质条件下地连墙成槽工艺[J].水运工程,2004(11):129-131. |
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| 作者姓名： | 韩利威 韩绍强 |
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| 作者单位： | 1. 秦皇岛港建港指挥部,河北,秦皇岛,066002
2. 中港第一航务工程局五公司,河北,秦皇岛,066002 |
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| 摘 要： | 阐述地质情况为回填积砂石,且地连墙要求穿过相临沉箱基床抛石的情况下,进行的地连墙施工,施工的重点与难点为地连墙成槽施工。施工中采取了一些有效的措施。
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| 关 键 词： | 地连墙 旋喷桩 成槽 |
| 文章编号： | 1002-4972(2004)11-0129-03 |
| 修稿时间： | 2004年9月12日 |
Trenching Technology for Diaphragm Retaining Walls Under Complicated Geological Conditions |
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| HAN Li-wei,HAN Shao-qiang.Trenching Technology for Diaphragm Retaining Walls Under Complicated Geological Conditions[J].Port & Waterway Engineering,2004(11):129-131. |
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| Authors: | HAN Li-wei HAN Shao-qiang |
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| Institution: | HAN Li-wei1,HAN Shao-qiang2 |
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| Abstract: | The paper describes the construction of underground diaphragm retaining walls,which had to be executed in backfilled sand and stones,and had to cut through the rubble mound foundation for the caissons adjacent to the diaphragm walls. The difficulties and key tasks of construction of the diaphragm retaining walls lie in the trenching operations for the walls. To overcome these difficulties,some effective measures were taken. |
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| Keywords: | diaphragm retaining walls jet grouting pile trenching |
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