Sentence examples for lower pavement from inspiring English sources

The control of compaction's degree of the lower pavement layers in Poland usually is done by making use of stiff-plate bearing tests.

The paper focuses on the effect of long term behaviour of bonding properties of the lower pavement layers (binder or base and subbase courses) presenting the results of an extensive Swiss study.

The main findings are that super-single tires lead to significantly lower pavement life-times than the standard twin-tire configuration and that the relative difference increases with decreasing thickness of the pavement structure.

And the new crossing at Oxford Circus, which opened last week and takes the lead from Tokyo's famous Shibuya crossing, is one of many urban design projects springing up around the country that adopt the principles of "shared space" – removing street clutter and lowering pavements to give pedestrians a safer and more spacious environment.

Çinaralti is a traditional teahouse on the waterfront where you can enjoy one of the most beautiful views of the old city under the shade of an 800-year-old plane tree (one of the branches is so old and low that locals had to lower the pavement to pass under it).

BOF slag-bitumen mixes have shown better resilient moduli, rutting resistance, bonding and moisture damage resistance and stripping resistance than mixes with natural aggregates and they can also be high quality substitutes for natural aggregate in lower road pavement layers.

Throughout most of the study period, soil moisture content was lower beneath pavement profiles designed with the gravel base, presumably due to the gravel acting as a capillary break to a distillation process, whereby soil moisture migrates upwards to the soil surface.

The water now runs across pavement, seeking lower ground rendered more vulnerable to flood.

By comparison of glasphalt and conventional models, it conclude that glasphalt pavement have lower than rutting in compare to conventional at different stresses and number of passes.

The results indicated that the one-way continuous heating method (OCHM) leaded to an obvious temperature hysteresis at the lower part of heated pavement layer.

Further experimental investigations showed that the HVFA RCC pavement exhibited lower fresh density, Vebe time, compressive strength, splitting tensile strength, flexural strength, modulus of elasticity, abrasion resistance, and impact resistance compared to conventional (control) RCC pavement.