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international journal of civil engineering
  
سال:2024 - دوره:22 - شماره:5
  
 
a supershallow buried large-span rectangular pipe jacking tunnel undercrossing an expressway: construction method, monitoring results, and numerical simulation
- صفحه:757-771
  
 
an equivalent stiffness flexible barrier for protection against boulders transported by debris flow
- صفحه:705-722
  
 
bearing characteristics and simplified calculation of a reamed precast concrete pile with prebored grouting
- صفحه:859-875
  
 
dynamic development law of expansive soil cracks under environmental influence
- صفحه:787-800
  
 
experimental and numerical studies of the failure mode and mechanical performance of helices in screw piles
- صفحه:839-857
  
 
exploration and verification of tunnel stability evolution law under jointed rock mass with various attitudes
- صفحه:689-703
  
 
field tests of the horizontal freezing method for shield tunneling in complex sites
- صفحه:823-838
  
 
kinematic internal forces of free-head single piles subjected to seismic loading: shaking table testing and numerical simulation
- صفحه:801-821
  
 
monitoring the fracture damage evolution process of flawed rocks and its temporal fractal characteristic
- صفحه:773-786
  
 
numerical and experimental investigations of interference effect of adjacent buildings on sand and fill deposits
- صفحه:723-738
  
 
study on long-span and variable-section foundation pit excavation in muddy silty clay
- صفحه:739-755
  
 
the 2023 turkey–syria earthquake sequence: ground-motion and local site-effect analyses for kahramanmaras city
- صفحه:877-899
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