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均质边坡离心试验锚杆的应力响应及布设探究

晏长根 孙巍锋 袁通 顾良军 郭志奇 石玉玲

煤田地质与勘探2017,Vol.45Issue(6):96-101,110,7.
煤田地质与勘探2017,Vol.45Issue(6):96-101,110,7.DOI:10.3969/j.issn.1001-1986.2017.06.016

均质边坡离心试验锚杆的应力响应及布设探究

Exploration of stress responses and arrangement of fully grouted bolts based on centrifugal model test of homogeneous rock slope

晏长根 1孙巍锋 1袁通 2顾良军 3郭志奇 4石玉玲5

作者信息

  • 1. 长安大学公路学院,陕西西安710064
  • 2. 广西壮族自治区交通规划勘察设计研究院,广西南宁530029
  • 3. 宁波正信检测科技有限公司,浙江宁波315105
  • 4. 宁波交通工程建设集团有限公司,浙江宁波315105
  • 5. 长安大学地测学院,陕西西安710054
  • 折叠

摘要

Abstract

Using low-carbon steel sheets as fully grouted bolts,centrifugal model test of homogeneous rock slope was carried out and stress responses of fully grouted bolts were studied.Based on the stress responses of fully grouted bolts from the test and practical deformation and failure law of homogeneous rock slope,the preferred position for single bolt stress monitoring of one homogeneous rock slope was also explored by using finite-difference numerical simulation technology and a suggested local strength reduction method on relaxation region.The results are as follows:deformation and failure of the homogeneous rock slope started at the shear failure at the toe of the slope,earlier and obvious stress response of the bolt close to the toe of the slope will be triggered and the stress growth rate of the bolt will also continue to increase with the deformation and failure development of the slope;the closer the distance between stress monitoring point installed in one bolt and potential sliding surface (plastic deformation zone) of the slope,the earlier the time of the bolt stress response and the larger the bolt stress is.It is suggested that the monitoring bolt be put on the slope with 0.25~0.35 H (H is slope height) from the toe of homogeneous rock slope,and concrete analysis must be done for a concrete problem.Results from this paper can provide some references to some extent for the bolts monitoring work of homogeneous rock slope.

关键词

应力响应/离心试验/均质岩质边坡/松弛区/强度折减/锚杆/监测/布设

Key words

stress responses/centrifugal model test/homogeneous rock slope/relaxation region/strength reduction/fully grouted bolts/monitoring/arrangement

分类

资源环境

引用本文复制引用

晏长根,孙巍锋,袁通,顾良军,郭志奇,石玉玲..均质边坡离心试验锚杆的应力响应及布设探究[J].煤田地质与勘探,2017,45(6):96-101,110,7.

基金项目

国家自然科学基金项目(41272285) (41272285)

宁波交通运输科技项目(201605)National Natural Science Foundation of China(41272285) (201605)

Ningbo Transportation Science and Technology Project(201605) (201605)

煤田地质与勘探

OA北大核心CSCDCSTPCD

1001-1986

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