On behalf of the Organizing Committee, it is our pleasure to welcome you all to the FirstInternational Workshop on Service Life Design for Underground Structures co - organized by Tongji University and Delft University of Technology. The workshop is supported by International Concrete Structure Association (fib), China Civil Engineering Society (CCES),International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM), National Natural Science Foundation of China (NSFC), and Science and Technology Commission of Shanghai Municipality (STCSM).
Preface
Organizers
Scientific Committee
Organizing Committee
Part One: Keynote Papers
High performance concrete as a tool for durability of structures
Durability and service life prediction of concrete under coupling action of chloride penetration and carbonation in sea air
The relevance of advanced models for service life prediction: a critical appraisal
Early age cracking and its prevention
Life cycle design: principles and modeling
Design for durability in Denmark
Research progress and project practice of durability of concrete structure in China's coastal areas
Service life for mornitoring and analysis of tunnels
Durability threats for tunnels
Part Two: Materials
Formation of thaumasite at low sulphate concentrations
Back-propagation network and eleman network for predicting carbonation depth of concrete
A microstructural model for the diffusion coefficient
Evaluation on Sulfate Resistance of Cement Matrix Containing Limestone Powder
Durability of fly ash concrete subjected to the combined external load and freeze- thaw cycles
State of Research on durability research of self- compacting concrete
Effect of heat cure and decalcification on the drying shrinkage behavior of hydrated cement pastes
Effects of limestone filler on the behavior of mortar during external sulfate attack
Two and three dimensional carbonation of fly ash concrete
Selection of materials for concrete patch repair
Part Three: Durability and Service Life
State estimation of reinforced drift lining exposed in aggressive conditions and prediction of its continuous service life
Numerical simulation of the effect of blasting load on existing underground construction
Delayed deformation analyses for mountain tunnel
Bending moment analysis of underground diaphragm wall considering the limit value of crack resistance design
Discussion on the limit standard of crack resistance design of concrete diaphragm wall in soft soil
Steel Fiber Reinforced Concrete for Precast Tunnel Segments
FRP mechanical properties and its potential applications under severe environmental and load conditions
Study on stray current intensity and its effect on subway structures durability
An efficient passive fire protection system for concrete
Study on the influence of crack on the durability of tunnel segments and its fuzzy evaluation
Fire damages to tunnel linings and fire protection measures
The living environment and maintenance theory of tunnel
Part Four: Case Studies
The appraisal of state of reinforced concrete jamb stone of dado tunnels exposed in aggressive conditions so as to predict its durability
Visco- elastic model evaluations in view of crack risk assessments of hardening concrete elements
Analysis on time- dependent property of structure during construction
Study on the present state and repairing method of the existing river- crossing tunnel of Huangpu River in Shanghai
Coefficient of lateral earth pressure for unsaturated soils
In- situ testing study on durability of prestressed anchorage structures
Mechanical models of rock- bolt crane girder in ultimate limit state
Study on the fracture mechanism and the structure forms of shaft lining in huge alluvium
Study on Auto- monitoring health system of underground structure in the operation metro system
Nonlinear finite element buckling analysis of square reinforced concrete long columns confined with carbon fiber reinforced
Numerical simulation of oversized deep foundation pit constructed by "top- down" method
Long- term health monitoring to tunnel structure at high groundwater inflow lot
Typical damages of tunnel entrance in working and case studies
The rock mass monitoring and long-term stability analysis of the underground transformer house of yixing pumped storage power station,
Stability analysis of rock tunnel using newly keyblock modeling technique