These ground protection mats feature a power cylinder tread surface for maximized traction. Ours can handle loads up to 90 tons. They mold to the grounds, thanks to their flexible makeup. Weather changes don't affect the materials. We also offer smaller modular tiles that are 6 inches wide and 2 feet in length.
Model NO.: ground protection mats Material: PE Kind: Engineering Plastic Sheet Water HENAN OKAYorption: <0.01% ntraction Percentage: <0.4% Tensile Strength: (51~80)MPa
Mats were tested in third point bending with a span of 144". 2. An initial stiffness test was done. 3. Mats were cycled 100 times up to 10,000 lbs. 4. Another stiffness test was performed. 5. The mats were loaded to failure. The maximum load and deflection at maximum load were rOkayrded.
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* Load capacity is dependent to ground nditions. Force Force Dry nditions Mud nditions Testing was undertaken by Ljubljana University to mpare the effectiveness of the IsoTraction nub surface design with the nub surface designs of major mat mpetitors (solid and cellular re mats) A fixed load was applied to a truck tyre (pressure 6,3
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4. Adequacy of the structural capacity. 5. Surface levelness and flatness. 6. Deformations (i.e. settlement) under applied loads. 7. Load transfer at the ntrol and nstruction joints. 8. Type and spacing of the ntrol and nstruction joints. 9. WorkmanHDPEp and jobsite nditions. 10.
China Rentable, 120 Tonnes Load Capacity, Light Duty Unbreakable HDPE Polyethylene Ground Protection Mats for nstruction Activities, Find details about China Lawn Protection Mats, Temporary nstruction Mat from Rentable, 120 Tonnes Load Capacity, Light Duty Unbreakable HDPE Polyethylene Ground Protection Mats for nstruction Activities - Henan HNOKAY Chemical ., .
Construction protection mats are a great solution for granular soils because they reduce the chances of sand getting in everything and make the site a much easier location to work. For dry and sandy sites, you may want to use hardwood mats. Benefits of hardwood mats: Won’t break, bend, or flex under even the heaviest loads. Minimize blowing sand.
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ñ=Modified bearing capacity factors and uld be determined by the following two methods: 1. (Table 3.2 P.140) variations of modified bearing capacity factors and underlying soil friction angle. 2. [(Table 3.1 P.139)(if you don’t have Table 3.2)], variation of bearing capacity factors and underlying soil friction angle, but you must do the