Search Constraints
« Previous |
81 - 100 of 101
|
Next »
Search Results
Select an image to start the slideshow
Empirical relationships between viscosity and flow-time measurements from minislump tests for cement pastes formulated from self consolidating concrete
1 of 20
Optimization of Self Consolidating Concrete for Slip-form pavement
2 of 20
Health monitoring of early age concrete
3 of 20
Health monitoring of early age concrete
4 of 20
Early Age Properties of Portland Cement Pastes Investigated with Ultrasonic Shear Waves and Numerical Simulation (preprint)
5 of 20
A Micromechanical Model for Characterization of Cement Paste at Early Age Validated with Experiments (preprint)
6 of 20
ABCM Update: A Better Maturity Meter?
7 of 20
Nondestructive Monitoring of Setting and Hardening of Portland Cement Mortar with Sonic Methods
8 of 20
Nondestructive Testing of Early Age Concrete. Cementing the Future
9 of 20
Problems Associated with Nondestructive Evaluation of Bridges
10 of 20
Acoustic Emission Monitoring of the Trunnion Shafts on the Oregon DOT Bridge 1377A: I-5 (interstate) Columbia River Bridge East Lift Span, Portland, Oregon. Technical Report# 6
11 of 20
Project No. B371, Acoustic Emission and Strain Gage Monitoring of WIDOT Structure B-5-158, Tower Drive Tied Arch - Green Bay, Wisconsin. Technical Report #1
12 of 20
Influence of Nucleation Seeding on the Compressive Strength of Ordinary Portland Cement and Alkali Activated Blast-Furnace Slag (Infrastructure Technology Institute Year 2 Final Report)
13 of 20
Response of Uncracked Drywall Joints and Panels to Blast Vibration and Weather
14 of 20
Internet-Enabled Geotechnical Data Exchange
15 of 20
Blast Induced Micrometer Response of Cracks in Concrete Block Structures
16 of 20
Effects of Crack Width on Carbonation Penetration: Implications for Crack-Dating
17 of 20
Response of Cracks to Construction Vibrations and Environmental Effects
18 of 20
Micro-Meter Measurement of Cracks to Compare Blast and Environmental Effects
19 of 20
Crack Measurement: New Approach to Addressing Blasting Complaints
20 of 20