[1]段克甲,员麦平,李建勋..浅析湿陷性黄土地基处理[J].郑州大学学报(工学版),1999,20(02):110-112.[doi:10.3969/j.issn.1671-6833.1999.02.037]
 Duan Kejia,Yuan Mai Ping,Li Jianxun.Analysis of collapsible loess base treatment[J].Journal of Zhengzhou University (Engineering Science),1999,20(02):110-112.[doi:10.3969/j.issn.1671-6833.1999.02.037]
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浅析湿陷性黄土地基处理()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
20
期数:
1999年02期
页码:
110-112
栏目:
出版日期:
1999-01-01

文章信息/Info

Title:

Analysis of collapsible loess base treatment
作者:
段克甲员麦平李建勋.
洛阳有色金属加工设计研究院,河南,洛阳,471039, 郑州工业大学总务处,河南郑州,450002
Author(s):
Duan Kejia; Yuan Mai Ping; Li Jianxun
关键词:
湿陷性黄土 含水量 孔隙比
Keywords:
DOI:
10.3969/j.issn.1671-6833.1999.02.037
文献标志码:
A
摘要:
为研究湿陷黄土的分布和特征,提出了施工中湿陷性黄土的地基处理方法,即垫层法、夯实法、挤密法、预浸水法、单液硅化或碱液加固法.工程实例证明,这些方法具有较好的经济效益和社会效益.
Abstract:
In order to study the distribution and characteristics of submerged loess, the foundation treatment methods of collapsible loess in construction were proposed, namely cushion method, compaction method, compacting method, pre-impregnation method, single liquid silicification or lye reinforcement method. Engineering examples prove that these methods have better economic and social benefits.

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 ZHAO Nan,Liu Zhongyu.Analysis of vertical bearing characteristics of extended bottom long piles in loess[J].Journal of Zhengzhou University (Engineering Science),2006,27(02):40.[doi:10.3969/j.issn.1671-6833.2006.01.010]

更新日期/Last Update: 1900-01-01