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Supplier: KOSTER American Corporation
Description: KB-PUR® IN 2 is a solvent-free, 2 component polyurethane injection resin for crack injection. It is permanently elastic and allows for permanent crack and joint sealing even in moving cracks. It is suitable for use in potable water structures. KB-PUR® IN 2 is used in combination with
- Features: Caulk / Grout
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Supplier: KOSTER American Corporation
Description: KOSTER KB-Pur® IN 5 is a solvent-free, low viscous, 2 component polyurethane for filling and sealing cracks and construction joints. KOSTER KB-Pur® IN 5 does not react when coming into contact with steel or iron, so that corrosion protection is achieved. Due to its slow reaction, the material maybe
- Features: Caulk / Grout
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Supplier: KOSTER American Corporation
Description: KB-Pur® 2 IN 1 is a water reactive polyurethane. When the material comes into contact with water, it reacts to form a highly elastic foam. Under dry conditions it reacts to form a solid elastic resin. KOSTER KB-Pur® 2 IN 1 remains elastic after reacting. It is able to follow
- Features: Caulk / Grout
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Supplier: KOSTER American Corporation
Description: Hot-applied, highly elastic rubber-bitumen sealing compound for waterproofing against pressurized water up to 50 bar. It can also be used as a hot-applied joint grout. Ductility up to 2000 %. For waterproofing all mineral, wooden and metal substrates.
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Supplier: Wacker Chemical Corp.
Description: glass, vitrified surfaces, ceramic tiles, many plastics and most paints good tooling properties maintains elastic properties at continuous temperatures of up to 250 °C short-term resistance up to 275 °C Application sealing of connecting and
- Chemical / Polymer System Type: Rubber Based / Elastomeric, Silicone
- Cure Type / Technology: Thermosetting / Crosslinking, Room Temp. Cure / Vulcanizing, Reactive / Moisture Cured, Single Component System
- Elongation: 250 %
- Industry: OEM / Industrial
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Experimental study, numerical modeling of and axial prediction approach to base grouted drilled shafts in cohesionless soils
In the ‘‘fully locked’’ case, the stress developed in the elastic grout zone by the grouting simu- lation (positive volumetric strain) was maintained.
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Hydrofracture mechanisms in rock during pressure grouting
A. Zones around a grout borehole, a) fractured zone r0 < r < rl; b) elastic ( grout flow) zone rl
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Grouted connections for offshore wind turbine structures
Elastic grout properties Design value of the modulus of elasticity Ecd = Eck/1.3 .
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Calibration of FLAC3D to Simulate the Shear Resistance of Fully Grouted Rock Bolts
Gerdeen et al. [12] modeled the bolt as a beam on elastic grout .
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Dual‐mode buses in the city of Essen, West Germany
All sleeper ends are fitted with a precisely leveled wooden casing and are subsequently filled with a special elastic grouting , flush with the top surface.
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The effect of damage and creep interaction on the behaviour of masonry columns including interface debonding and cracking
Strength limit for grout Elastic stability limit for grout .
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LOAD DISTRIBUTION ALONG FULLY GROUTED BOLTS, WITH EMPHASIS ON CABLE BOLT REINFORCEMENT
Analytical solutions are presented for the distribution of displacement and load along an untensioned fully grouted elastic bolt, of specified bond stiffness, which is activated during excavation by either a continuous or discontinuous distribution of rock displacement.
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Designing Rock Bolt Support For Shear Capacity In Shallow Laminated Ground
The FDM models with a grouted ( elastic ) bolt installed were able to resist a higher shear load than the theoretical models predicted, which indicates that that dowel action (R1) and axial force developed within the bolt due to lateral bolt extension (R4 …
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Fully Grouted Rock Bolts: An Analytical Investigation
Hyett et al. (1996) derived the analytical solution for the distribution of displacement and load along an untensioned fully grouted elastic bolt, which is activated by either a continuous or discontinuous rock displacement to explain the field observation that the fully grouted …
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Use of Epoxy-Aggregate Coatings In Grouted Pile-Sleeve Connections
in which "m" is the steel-to- grout elastic moduli ratio.