Effects of water related factors on pre-grouting in hard rock tunnelling

被引:16
作者
Mao, Dawei [1 ]
Lu, Ming [2 ]
Zhao, Zhiye [1 ]
Ng, Melvin [3 ]
机构
[1] Nanyang Technol Univ, Singapore, Singapore
[2] SINTEF Rock Engn, Trondheim, Norway
[3] JTC Corp, Singapore, Singapore
来源
15TH INTERNATIONAL SCIENTIFIC CONFERENCE UNDERGROUND URBANISATION AS A PREREQUISITE FOR SUSTAINABLE DEVELOPMENT | 2016年 / 165卷
关键词
water control; inflow; underground water pressure; grouting; tunnel; GROUTABILITY;
D O I
10.1016/j.proeng.2016.11.704
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Water control is highly concerned for underground facilities, and rock grouting has been used over decades to reduce the water inflow. The performances of grouting are influenced by many factors such as rock type, joint distribution and grouting materials. In this paper, the effects of water related factors are focused, from the engineering perspective. The observed volume of water inflow from the probe drilling hole often serves as the base for judgment of grouting needs. The allowable limit of water inflow varies for underground facilities of different purposes. For similar underground facilities, such limit may also differ substantially in different regions. High pressure of underground water would increase difficulty for grouting. The water appearance may give indication on whether the fillings of joints or the weakness zones have been eroded. In the coastal area, the inflow water can be saline, and this needs to be taken into consideration to eliminate corrosion on electrical installations underground. (C) 2016 The Authors. Published by Elsevier Ltd.
引用
收藏
页码:300 / 307
页数:8
相关论文
共 22 条
[1]  
[Anonymous], 2005, 100032005 TB SURV DE
[2]  
[Anonymous], 2002, 102042002 TB CHIN RA
[3]  
BASF Co. Ltd, 2011, PREEXCAVATION GROUTI
[4]  
Blindheim O. T., 2012, USITC PUBL, V12
[5]  
Garshol K. F., 2014, P WORLD TUNN C 2014
[6]  
Garshol KF, 2012, P WORLD TUNN C
[7]   Prediction of groutability from grout properties and hydrogeological data [J].
Gustafson, G ;
Stille, H .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 1996, 11 (03) :325-332
[8]   Significance of Geological Parameters for Predicting Water Inflow in Hard Rock Tunnels [J].
Holmoy, K. H. ;
Nilsen, B. .
ROCK MECHANICS AND ROCK ENGINEERING, 2014, 47 (03) :853-868
[9]  
Holmoy K.H., 2008, THESIS
[10]  
Houlsby A. C., 1990, WILEY SERIES PRACTIC