|本期目录/Table of Contents|

[1]吕奇峰,黄明利.岩土体弹性参数表面测试方法[J].建筑科学与工程学报,2011,28(04):116-120.
　LU Qi-feng,HUANG Ming-li.Test Method of Elastic Parameters on Surface of Rock and Soil[J].Journal of Architecture and Civil Engineering,2011,28(04):116-120.
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
28卷
期数:
2011年04期
页码:
116-120
栏目:
出版日期:
2011-12-20

文章信息/Info

Title:
Test Method of Elastic Parameters on Surface of Rock and Soil
作者:
吕奇峰1,2,黄明利1
1. 北京交通大学 隧道及地下工程教育部工程研究中心,北京 100044; 2. 清华大学 水利水电工程系,北京 100084
Author(s):
LU Qi-feng1,2, HUANG Ming-li1
1. Tunnel and Underground Engineering Research Center of Ministry of Education, Beijing Jiaotong University, Beijing 100044, China; 2. Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China
关键词:
岩土工程;  原位测试;  弹性参数;  表面测试方法;  数值模拟;  变形
Keywords:
geotechnical engineering;  in situ test;  elastic parameter;  surface test method;  numerical simulation;  deformation
分类号:
TU413
DOI:
-
文献标志码:
A
摘要:
提出了一种可在岩土体表面直接测量弹性参数的方法,并且研制了其配套装置; 叙述了该方法的具体实施步骤和装置零部件的连接关系,并对该方法的理论依据做了简要的推导; 最后利用商用数值模拟软件PLAXIS 3D Tunnel验证了该方法的实用性和理论的正确性。结果表明:岩土体弹性参数表面测试方法和装置可直接利用隧道掌子面或基坑侧壁进行弹性参数测试,从而避免从地面打孔的繁琐工序。
Abstract:
A test method of elastic parameters on surface of rock and soil was proposed, and its supporting device was developed. The specific implementation steps of the method and the connectivity of device components were described, and the theoretical basis of the method was derived. Finally, the practicability and correctness of the method were verified by using commercial numerical simulation software PLAXIS 3D Tunnel. Results show that test method of elastic parameters on surface of rock and soil and its supporting device can be directly used for tunnel face or pit wall elastic parameters of the test, and the tedious process from the ground punch can be avoided.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2011-10-20
基金项目:中铁南方投资资助项目[(2009)01-01]
作者简介:吕奇峰(1986-),男,河北邢台人,清华大学工学博士研究生,E-mail:08121638@bjtu.edu.cn。
更新日期/Last Update: 2011-12-20