首页 | 本学科首页   官方微博 | 高级检索  
     

淮南顾桥矿东风井人工冻土力学性能试验分析
引用本文:郑明,程桦,曹广勇. 淮南顾桥矿东风井人工冻土力学性能试验分析[J]. 安徽建筑工业学院学报, 2014, 0(2): 92-95
作者姓名:郑明  程桦  曹广勇
作者单位:安徽建筑大学土木工程学院;安徽大学;
摘    要:淮南顾桥煤矿东风井采用冻结法施工,为了提供表土层冻结参数以进行矿井设计,本文对风井井筒孔检查孔所取土样进行了人工冻结的单轴抗压强度、冻胀性能以及结冰温度试验研究,得到了其应力-应变、冻胀力和结冰温度等参数,试验结果为淮南类似矿井建设提供了设计基础.

关 键 词:人工冻土  单轴抗压强度  冻胀性参数  结冰温度

The Huainan Dong Feng Wells of Gu Qiao Mine artificial frozen soil Experimental Study on Mechanical
ZHENG Ming,CHENG Hua,CAO Guang-yong. The Huainan Dong Feng Wells of Gu Qiao Mine artificial frozen soil Experimental Study on Mechanical[J]. Journal of Anhui Institute of Architecture(Natural Science), 2014, 0(2): 92-95
Authors:ZHENG Ming  CHENG Hua  CAO Guang-yong
Affiliation:1. Department of Civil Engineering,Anhui Jianzhu University,Hefei,Anhui 230022;2. Anhui University, Hefei Anhui 230022)
Abstract:To provide topsoil freeze parameters for mine design , the Huainan Dongfeng wells of Guqiao Mine were Constructed by freezing. In this paper, air shaft bore hole by checking soil samples were artificially frozen uniaxial compressive strength,frost heave performance and the freezing temperature tests, obtained their stress -- strain, heave forces and frozeing temperature , and the test results, similar to mine construction for the Huainan Mine, Provided theory basis of design.
Keywords:artificial frozen soil uniaxial compressive strength heave parameters freezing temperature
本文献已被 CNKI 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号