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The British pendulum slip test, wet-track abrasion loss test, rutting test and permeability test were conducted to assess the pavement performances of thermal insulating micro surfacing (TI micro surfacing).
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Schematic illustration of the sample assembly and experimental setup during the unstable slip tests on simulated fault zones.
We observed two main effects of heterogeneity for fixed slip tests: (1) On large spatial scales, elastic layering leads to a decrease in surface displacement with an increase in the average rigidity.
Furthermore, the flow behaviour of the mortar when applied to an inclined plane was evaluated with a so-called slip-test 10 and 40 min after water addition.
Open image in new window Fig. 8 Setup of the slip-test: formwork filling with mortar (top and middle left), formwork on the Hägermann-table (top right) and exemplary results for a stiff (bottom left) and a smooth (bottom right) mixture [Institute of Concrete Structures and Building Materials (IMB), Department Building Materials 2002].
The bond-slip tests were designed by using RILEM 7-II-128 (1994) as a guide.
To identify the existence of wall-slip, tests were conducted using different diameter (13.4, 19.6 and 31.8 mm ID) pipe viscometers.
Both models are compared with three kinds of connection load-slip tests for CLT shear wall under monotonic and cyclic loading protocols.
We compared the results of three slip resistance test methods and their correspondence with sensed slipperiness as reported by users.
For the ring-shaped slip distribution test using the smoothness regularization, the estimated spatial distribution showed a wider slip area with a smoother boundary compared to the true slip distribution (Fig. 4a and b).
This approach utilizes the results of the slip block test with a simple calculation model to obtain the moment of resistance based on the partial interaction method of composite slab governed by horizontal shear resistance.
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