Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2020, Vol. 57 Issue (3) :128-134    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Study on Creep Characteristics of the Carbonaceous Surrounding Rocks Based on Improved Weertman Model
(1 Guangxi Communications Design Group Co., Ltd., Nanning 530029; 2 Guangxi Hechi-Baise Expressway Co., Ltd., Nanning 530029; 3 Guangxi Beibu Gulf Investment Group Co., Ltd., Nanning 530029)
Download: PDF (3751KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract Deformation of surrounding rocks of the carbonaceous rock tunnel is characterized by large magnitude, rapidity, long duration, large disturbance and creep, which is a key technical problem encountered during construction of the carbonaceous rock tunnels. Based on the statistical basis of displacement and temperature variation of the carbonaceous surrounding rocks of Guangxi Hechi-Baise expressway tunnels, a function relationship between temperature and time is established and the Weertman creep model is introduced, the creep characteristics of surrounding rocks is studied from the perspective of mechanism under the correlationof temperature and time, and the mechanism and development law of creep of the carbonaceous surrounding rocks are revealed. The results show that by using the improved Weertman model it can effectively calculate, analyze and predict the creep development law of carbonaceous surrounding rocks under the correlation of temperature and time without considering the osmotic pressure.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
DENG Shengqiang1 LUO Junhui1 MI Decai1 ZHANG Boyu2 ZHOU Shanxiong3
KeywordsCarbonaceous rock   Creep   Temperature effect   Tunnel   Improved Weertman model     
Abstract: Deformation of surrounding rocks of the carbonaceous rock tunnel is characterized by large magnitude, rapidity, long duration, large disturbance and creep, which is a key technical problem encountered during construction of the carbonaceous rock tunnels. Based on the statistical basis of displacement and temperature variation of the carbonaceous surrounding rocks of Guangxi Hechi-Baise expressway tunnels, a function relationship between temperature and time is established and the Weertman creep model is introduced, the creep characteristics of surrounding rocks is studied from the perspective of mechanism under the correlationof temperature and time, and the mechanism and development law of creep of the carbonaceous surrounding rocks are revealed. The results show that by using the improved Weertman model it can effectively calculate, analyze and predict the creep development law of carbonaceous surrounding rocks under the correlation of temperature and time without considering the osmotic pressure.
KeywordsCarbonaceous rock,   Creep,   Temperature effect,   Tunnel,   Improved Weertman model     
Cite this article:   
DENG Shengqiang1 LUO Junhui1 MI Decai1 ZHANG Boyu2 ZHOU Shanxiong3 .Study on Creep Characteristics of the Carbonaceous Surrounding Rocks Based on Improved Weertman Model[J]  MODERN TUNNELLING TECHNOLOGY, 2020,V57(3): 128-134
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2020/V57/I3/128
 
No references of article
[1] LI Ruijun1 SONG Zongying2 LI Chen1 WANG Wenbin2 REN Yuzhen3,4 CAI Jianhua3,4 ZHANG Jiaxu3,4.Multi-source Data Fusion-based Diagnosis and Treatment Strategies for Tructural Defects in Liangjiashan Tunnel on Heavy-haul Railway[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 301-308
[2] ZHANG Xiaolong.Mechanical Response Analysis of Subway Shield Tunnel Structure under Pile Foundation Load[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 82-89
[3] LI Kexi1,2 DANG Jiandong3 ZHANG Jian3 YE Guangxiang4 WANG Xiaojun1,2 CHEN Qinglin1,2.Study on Fracture Characteristics of Different Types of Sandstone Based on Acoustic Emission Characteristic Parameters[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 26-36
[4] ZHOU Cairong1 YI Liming1 MA Shanqing2 ZHOU Li3 YU Jinhong4, 5.Load-bearing Behavior and Reinforcement Schemes of High-performance Fiber-reinforced Concrete Jacking Pipes under Three-point Loading[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 50-60
[5] GUO Yongjun1 LI Chao2 ZHENG Jianguo3 YU Yongtang4 ZHU Caihui5.Influence of Ground Surcharge on Existing Shield Tunnel Segments in Xi′an Loess Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 61-72
[6] WANG Yonggang1 CUI Yikun1 WU Jiuqi2, 3 HUANG Jun4 SHEN Xiang2, 3 YANG Kui4 SU Dong2, 3.Comparative Analysis of Disc Cutter Forces and Wear under Different Wear Modes[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 73-81
[7] FENG Jimeng1,2 SONG Jiadai1,2 WANG Shengtao3 LI Yifei1,2 ZHANG Junru1,2 WANG Haoming4 WANG Bo1,2.Study on the Deformation Control Effectiveness of Extra-long Pipe Roofs in Large-section Tunnels in Reclamation Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 155-162
[8] XU Caijian1 CHEN Xingyu1 LEI Minglin1 ZHANG Xinglong2 SUN Huaiyuan2 LI Xiaojun2.Digital Twin and Risk Decision-making for Water-richess of Surrounding Rock Ahead of Tunnel Face[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 90-99
[9] YANG Ying1 NI Kai1 GE Lin2 ZHANG Mingfei3 WANG Xiaorui4.Improved UNet Model-based Image Segmentation for Tunnel Seepage Defects under Low-light Conditions[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 100-110
[10] SU Kaichun1 FU Rui2,3 ZENG Hongrui2,3 LENG Xiqiao4 GUO Chun2,3.Short-term Multi-step Traffic Volume Prediction for Highway Tunnels Based on DBO-A-LSTM[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 111-121
[11] XIONG Ying1,2 ZHANG Junru1,2 FAN Ziyan1,2 CHEN Jiahao1,2 MA Jianchi1,2 CHEN Pengtao1,2.Propagation and Attenuation Characteristics of Blast-induced Stress Waves in Layered Soft Rock[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 122-131
[12] LIU Yang1 SHAO Zekai2 TIAN Haofan2 ZHANG Ruxi1 ZHENG Bo3 WANG Zhengzheng2.Damage Mechanisms of Coal Pillars Induced by Blasting Construction in Highway Tunnels Underlying Room-and-Pillar Mine Goafs[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 132-144
[13] LUO Zhiyang1 ZHANG Chunyu2,3 WANG Lichuan1,2,4,5 XU Shuo1 LI Liping4 WANG Qianqian5 LIU Zhiqiang6.Research on Water Inrush Mechanisms and Grouting Sealing Techniques for TBM Tunnels in Fractured Rock Masses[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 145-154
[14] ZHOU Yili1 FENG Kun1 GUO Wenqi1 ZHANG Liangliang2 LI Chunlin3.Study on the Bending Behavior and Damage Characteristics of Longitudinal Segment Joints in Super-large Diameter Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 163-173
[15] YI Dan1 XUE Haoyun2 YANG Shaoyi2 YU Bo1 FENG Kun2 LIN Gang1.Analysis of the Influence of Bolt Failure of Shield Tunnel Segment Structure on Transverse Seismic Response[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 174-181
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY