Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2013, Vol. 50 Issue (3) :129-135    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Problems with and Improvements to the TSP System
for Advance Geological Forecasting in Tunnels
(China Railway Eryuan Engineering Group Co. Ltd., Chengdu  610031)
Download: PDF (0KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract As a proven technology for advance geological forecasting, the TSP (Tunnel Seismic Prediction) system has been used extensively in tunnel construction. This paper briefly describes the working principles and procedures of the TSP system in advance geological forecasting and summarizes various factors that affect TSP forecasting. Furthermore, based on the analysis of numerous measured data and typical cases, a study was carried out regarding the problems relative to data collection, processing, and interpretation. Corresponding countermeasures to improve the reliability of advance geological forecasting are put forward, which may be used as a reference for accurate advance geological forecasting in the future.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
KeywordsTunnel   TSP   Advance geological forecast   Improvements   Effects     
Abstract: As a proven technology for advance geological forecasting, the TSP (Tunnel Seismic Prediction) system has been used extensively in tunnel construction. This paper briefly describes the working principles and procedures of the TSP system in advance geological forecasting and summarizes various factors that affect TSP forecasting. Furthermore, based on the analysis of numerous measured data and typical cases, a study was carried out regarding the problems relative to data collection, processing, and interpretation. Corresponding countermeasures to improve the reliability of advance geological forecasting are put forward, which may be used as a reference for accurate advance geological forecasting in the future.
KeywordsTunnel,   TSP,   Advance geological forecast,   Improvements,   Effects     
published: 2012-09-03
Cite this article:   
.Problems with and Improvements to the TSP System
for Advance Geological Forecasting in Tunnels[J]  MODERN TUNNELLING TECHNOLOGY, 2013,V50(3): 129-135
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2013/V50/I3/129
 
No references of article
[1] LI Yuhua1 GAO Yawei ZHONG Qiufeng1 QIN Lixuan2 LI Junjie CHENG Zhiming2 HUANG Yonghui.Study on the Blasting Effect of Tunnel Wedge Cut under Different Cut Hole Angles[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(3): 108-116
[2] XU Xiaojing1,2 SONG Zhanping1,2,3 TIAN Xiaoxu1,2 DING Libo? SUN Yinhao? ZHAO Junbo1,2.Analysis of the Support Effect of Micro Steel Pipe Pile-Anchor Bolt at Tunnel Portal Slope Based on the Incremental Method[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(6): 118-128
[3] LI Jinhang1 SONG Zhanping1, 2 YANG Pengtao3 PAN Hongwei1, 2 TIAN Xiaoxu1, 2.Progress and Outlook of the Study on Blast Hole Optimization and Control Technologies for Tunnel Smooth Blasting[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(1): 36-47
[4] WANG Zhijie1,2 XIE Shenghao1,2 ZHOU Feicong1,2 WANG Lei3 MA Zhifu4 YANG Changxian4.Study on Effectiveness and Suitability of Thermal Insulation Layer of Different Tunnel Drainage System Structures in Cold Reg[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(6): 211-219
[5] LU Shaozhuang ZHAO Lu GUO Zhifeng.Study on Precise Geophysical Prospecting and Processing Technique for Large-diameter Shield Tunnelling Through Coastal Boulder Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(5): 195-204
[6] ZHENG Kunlong1,2 WANG Jianyun2 LINGHU Yan1 YANG Xiaohua3 DING Yate1 CHEN Kun1 WANG Zhifeng3.Experimental Study on Prevention and Treatment of Tunnel Leakage with Rapid Setting Permeable Crystallographic Grouts[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(4): 254-263
[7] ZHANG Minqing1 ZHANG Huyuan2 XIE Juntai3.Mechanism and Effect Analysis of Surface Deep-hole Sleeve Valve Pipe Grouting Reinforcement in Deep-buried Water-bearing Loess Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(1): 219-224
[8] YANG Zhong1 MA Huabing2 YU Haitao3 XU Hailiang4 YUE Qing5.Field Test Study on the Compaction Effect of Waterstops for Long-section and Large-tonnage Urban Utility Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(6): 154-161
[9] MOU Gongyu1 ZHANG Dongmei2.A Study on the Long-term Effect of Grouting Treatment for Large Transverse Deformation of Shield Tunnels in Soft Soil[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(4): 147-157
[10] LIU Xuezeng1 GU Wenchuan1 YANG Zhilu2,3 GUO Qiaokun4 HE Guohua5 FENG Jin6.Test Study on the Reinforcement Effect of Bonding Steel to Damaged Tunnels under the Lateral Loads[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(4): 187-195
[11] LIU Hongliang1 ZHANG Bangchao2 GUO Jia2 JIAO Yefei2 ZHANG Min2.Advance Grouting Reinforcement Technology for Earth Pressure Shield Tunnelling through Upper-Soft-Lower-Hard Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(4): 240-247
[12] CUI Guangyao1 JIANG Mengxin1 WANG Daoyuan2,3 WANG Xuelai1.Study of Thermal Insulation Effects of Off-wall Corrugated Steel Plate Liner Applied in Tunnels in the Seasonally Frozen Region[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(2): 258-263
[13] CUI Guangyao1 JIANG Mengxin1 WANG Mingsheng2.Anti-seismic Effect of Fiber-reinforced Concrete Lining at Tunnel Portals in High-intensity Seismic Areas[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(1): 207-213
[14] ZI Xiaoyu1 SHEN Yusheng1 ZHU Shuangyan1 LUO Ningning2 YANG Jiaqi1 CAO Bangjun1.Study on the Deformation Failure Laws and Support Measures for Tunnels in Layered Phyllite[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(3): 196-204
[15] HONG Yingwei1,2 QIAN Xiaqing3 LI Junhui3 YANG Henwei4 ZHANG Peng3.On Scavenging Performances of Cleaning Solvents for the Clogging in the Drainage System of Karst Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 160-170
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY