| 7.2m深基坑水泥土重力式挡土墙的应用 |
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| 引用本文： | 黄文铮,张瑞锦.7.2m深基坑水泥土重力式挡土墙的应用[J].建筑技术,2000,31(2):83-84. |
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| 作者姓名： | 黄文铮 张瑞锦 |
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| 作者单位： | 广东省六建集团佛山市工程承包总公司 |
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| 摘 要： | 某厂房地下冷却液池基坑开挖深度为７．２ｍ，采用水泥土重力式挡土墙支护基坑边坡。施工前进行的整体稳定性分析显示，墙体最大水平位移为１２ｍｍ，施工后实测位移仅８ｍｍ，基坑边坡变形未超出设计控制值。
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| 关 键 词： | 基坑支护 挡土墙 水泥土 重力式 深基坑 |
| 修稿时间： | 1999－10－15 |
CEMENT-SOIL GRAVITY RETAINING WALL APPLIED TO 7.2 m DEEP FOUNDATION |
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| HUANG Wenzheng,ZHANG Ruijin.CEMENT-SOIL GRAVITY RETAINING WALL APPLIED TO 7.2 m DEEP FOUNDATION[J].Architecture Technology,2000,31(2):83-84. |
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| Authors: | HUANG Wenzheng ZHANG Ruijin |
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| Affiliation: | HUANG Wenzheng ZHANG Ruijin |
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| Abstract: | The foundation deepth of cooling liquid pool of a factory building is 7.2 m.Cement-soil gravity retaining wall is adopted to support the side slope.Before construction,the entire stability analysis showed the predicted maximum horizontal displacement was 12 mm.The exact displacement surveyed during construction,however,is merely 8 mm.The displacement of each side slope did not exceed the designed limit. |
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| Keywords: | foundation shoring retaining wall entire deformation stability displacement |
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