Javascript must be enabled to continue!
Influence of Excavation of Loess Tunnel on Stability of Adjacent Existing Tunnels
View through CrossRef
Abstract
This study investigates a project for new railway tunnels constructed adjacent to existing tunnels in the Loess Plateau region of Taiyuan, Shanxi Province, China. A comprehensive empirical evaluation method and three-dimensional Lagrangian numerical simulation were used to analyze the effects of newly built tunnels on the stability of existing tunnels. Research conclusions are listed as follows. Empirical evaluation method is used to study the construction of the newly built tunnel, which is located within the restricted range of the two existing tunnels and the caution range. When the newly built tunnel is within the restricted range of the existing tunnel, the smaller the distance between the two tunnels, the greater the influence on the deformation of the existing tunnel. When the newly built tunnel is located within the caution range of the existing tunnel, the tunnel contains maximum disturbance in the middle of the axis of the existing tunnel. The results provide a reference for future research on similar adjacent construction.
Title: Influence of Excavation of Loess Tunnel on Stability of Adjacent Existing Tunnels
Description:
Abstract
This study investigates a project for new railway tunnels constructed adjacent to existing tunnels in the Loess Plateau region of Taiyuan, Shanxi Province, China.
A comprehensive empirical evaluation method and three-dimensional Lagrangian numerical simulation were used to analyze the effects of newly built tunnels on the stability of existing tunnels.
Research conclusions are listed as follows.
Empirical evaluation method is used to study the construction of the newly built tunnel, which is located within the restricted range of the two existing tunnels and the caution range.
When the newly built tunnel is within the restricted range of the existing tunnel, the smaller the distance between the two tunnels, the greater the influence on the deformation of the existing tunnel.
When the newly built tunnel is located within the caution range of the existing tunnel, the tunnel contains maximum disturbance in the middle of the axis of the existing tunnel.
The results provide a reference for future research on similar adjacent construction.
Related Results
LOESS OF SERBIA—FROM PALEOCLIMATE TO WINEYARDS
LOESS OF SERBIA—FROM PALEOCLIMATE TO WINEYARDS
Loess is a buff colored, clastic sedimentary rocky of eolian origin without stratification and laminations where the silt particles predominates (beside clay and sand). Gentle lith...
Calculation of Rock Pressure in Loess Tunnels Based on Limit Equilibrium Theory and Analysis of Influencing Factors
Calculation of Rock Pressure in Loess Tunnels Based on Limit Equilibrium Theory and Analysis of Influencing Factors
The research on the calculation method of tunnel envelope pressure is a key issue in the design of tunnel engineering support structure. Based on the limit equilibrium theory, this...
Optimal Knee Flexion Angle for ACL Femoral Tunnel Drilling and ALL Femoral Tunnel Orientation in Combined ACL and ALL Reconstruction: 3D Simulation Study
Optimal Knee Flexion Angle for ACL Femoral Tunnel Drilling and ALL Femoral Tunnel Orientation in Combined ACL and ALL Reconstruction: 3D Simulation Study
Background:
In combined anterior cruciate ligament (ACL) and anterolateral ligament (ALL) reconstruction, there is a risk of collision between the femoral tunnels of th...
Influence of Lower Double-Track Tunnel Spacing on the Stress and Deformation Characteristics of Upper Tunnel in Double-Level Condominium Tunnels
Influence of Lower Double-Track Tunnel Spacing on the Stress and Deformation Characteristics of Upper Tunnel in Double-Level Condominium Tunnels
The open-cut tunnels in Aixi Lake, Nanchang, are constructed in a condominium form of highway tunnel and subway tunnel, which are the first superimposed double-level tunnels in Chi...
Thermal energy storage with tunnels in different subsurface conditions
Thermal energy storage with tunnels in different subsurface conditions
The widespread use of the underground and global climate change impact the urban subsurface temperature. Changes in the subsurface environment can affect the performance of undergr...
Evaluation of the collapsible deformation of surrounding rock of loess hydraulic tunnel considering ground stress variation
Evaluation of the collapsible deformation of surrounding rock of loess hydraulic tunnel considering ground stress variation
Abstract
Background
Uneven settlement will occur as a result of the collapsible deformation of the loess strata, and the hydraulic tunnel lining str...
An enthusiasm for loess: Leonard Horner in Bonn and Liu Tungsheng in Beijing
An enthusiasm for loess: Leonard Horner in Bonn and Liu Tungsheng in Beijing
Abstract
Liu Tungsheng featured on the list of twelve notable loess investigators prepared for the great LoessFest meeting, held in Heidelberg and Bonn in 1999. He fully deserved h...
ANALYSIS OF FACTORS CAUSING WATER DAMAGE TO LOESS DOUBLE-ARCHED TUNNEL BASED ON TFN-AHP
ANALYSIS OF FACTORS CAUSING WATER DAMAGE TO LOESS DOUBLE-ARCHED TUNNEL BASED ON TFN-AHP
In order to analysis the factors causing water damage to loess double-arched tunnel, this paper conducts field investigation on water damage to tunnels on Lishi-Jundu Expressway in...

