Effect of Chemical Aggressive Media on the Flexural Properties of Cured-In-Place Pipes Supported by Microstructure Observation and Acoustic Emission. [PDF]
Hodul J +5 more
europepmc +1 more source
An Introduction to Trenchless Technology Piping (+Türkçe Özet)
The first reason for the preparation of this book is to share recent developments experienced in underground infrastructure technology with readers. It is the fact that innovative methods are becoming main route in underground piping constructions, renevations and rehabilitations. The second reason is to give awareness of trenchless technology in civil
openaire +1 more source
Assessing the Environmental and Occupational Health Implications of Styrene Emissions in Cured-In-Place Pipe (CIPP) Rehabilitation: A Multi-Site Analysis of Installation Practices. [PDF]
Beigvand P +5 more
europepmc +1 more source
Failure Behavior of Damaged Reinforced Concrete Pipe Rehabilitated with Fiber-Reinforced Mortar Lining. [PDF]
Li J +7 more
europepmc +1 more source
Structural Design and Motion Characteristics Analysis of the Inner Wall Grinding Robot for PCCP Pipes. [PDF]
Cui Y, Sun R, Wu Z, Ge X, Cao Y.
europepmc +1 more source
Demonstration and Evaluation of Innovative Rehabilitation Technologies for Water Infrastructure Systems. [PDF]
Selvakumar A, Matthews JC.
europepmc +1 more source
Tip-Growing Robots: Design, Theory, Application. [PDF]
Al Harthy S +10 more
europepmc +1 more source
Theoretical analysis and design of hydro-hammer with a jet actuator: An engineering application to improve the penetration rate of directional well drilling in hard rock formations. [PDF]
He JF, Liang YP, Li LJ, Luo YJ.
europepmc +1 more source
Analysis of the influence of bottom bag grouting lifting on the mechanical response of shield tunnels. [PDF]
Liu J, Huang D, He S, Ma J.
europepmc +1 more source
Large rectangular cross-section tunnel undercrossing urban road by micro pipe jacking and joint assembly structure (MPJ & JAS) method in soft soils. [PDF]
Zou J +7 more
europepmc +1 more source

