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MODERN TUNNELLING TECHNOLOGY 2018, Vol. 55 Issue (2) :51-55    DOI:
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Preliminary Analysis of Causes of Closing Type Blockage Disasters during Tunnel Construction
(1 China Academy of Railway Sciences, Beijing 100081; 2 China Railway Academy Co. Ltd., Chengdu 611731)
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Abstract Based on investigation of closing type blockage disasters and analysis of their relationship to geological disasters, seven structures affected by deformation-induced collapse of the surrounding rock, six structures affected by mud bursts and two structures affected by debris flows inside the tunnels are introduced, and the causes of the disasters are analyzed. The examination shows that: 1) the grade of the surrounding rock where the instability occured due to deformation and collapse were not corrected and either the primary supports were not constructed in time or the the primary support was not intense enough; 2) the soil disc of the soil-isolating rock was broken through because the autologous mud isolating soil disc and compound soil disc were not thick enough or strong enough, or the conditions of the disasters causing mud bursts varied, which led to mud bursts and debris flows; 3) shear fracture failure occurred along the preferred structure planes at mud- isolating joint fractured rock discs and led to mud bursts; and 4) vibrations induced by tunnel construction resulted in instantaneous sinking of clay fill in karst caves and caused mud-isolating rock discs to break and mud bursts to occur.
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KeywordsClosing type blockage during tunnel construction   Disaster- causing structures   Analysis of disaster causes   Collapse due to instability   Mud burst   Debrs flow     
Abstract: Based on investigation of closing type blockage disasters and analysis of their relationship to geological disasters, seven structures affected by deformation-induced collapse of the surrounding rock, six structures affected by mud bursts and two structures affected by debris flows inside the tunnels are introduced, and the causes of the disasters are analyzed. The examination shows that: 1) the grade of the surrounding rock where the instability occured due to deformation and collapse were not corrected and either the primary supports were not constructed in time or the the primary support was not intense enough; 2) the soil disc of the soil-isolating rock was broken through because the autologous mud isolating soil disc and compound soil disc were not thick enough or strong enough, or the conditions of the disasters causing mud bursts varied, which led to mud bursts and debris flows; 3) shear fracture failure occurred along the preferred structure planes at mud- isolating joint fractured rock discs and led to mud bursts; and 4) vibrations induced by tunnel construction resulted in instantaneous sinking of clay fill in karst caves and caused mud-isolating rock discs to break and mud bursts to occur.
KeywordsClosing type blockage during tunnel construction,   Disaster- causing structures,   Analysis of disaster causes,   Collapse due to instability,   Mud burst,   Debrs flow     
Cite this article:   
.Preliminary Analysis of Causes of Closing Type Blockage Disasters during Tunnel Construction[J]  MODERN TUNNELLING TECHNOLOGY, 2018,V55(2): 51-55
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