Hubei Nete Geosynthetics Co., Ltd. participated the 134th Session of China Import and Export Fair From October 23rd to 27th , Hubei Nete Hubei Nete Geosynthetics Co., Ltd. participated the 134th Session of China Import and Export Fair held in Guangzhou.

From September 17th to 21st, 2023, as a gold sponsor of the 12ICG, Hubei Nete Geosynthetics Ltd. participated in the 12th International Conference on Geosynthetics held in Rome, Italy.

▎Yichang to Badong Expressway Bridge Reconstruction Project. The project is located between Miaowan No. 1 and No. 2 tunnels. The original plan was for bridge erection. Because the bridge was between the four tunnels, the tunnel spoil was excavated on the inner side in the early stage and could not be transported out. After backfilling on site, it was difficult to excavate the piers with a thicker overburden. In the later period, the spoil ground of the four tunnels was 6KM away. , The transportation distance is far and the spoil ground needs to be requisitioned. The overall cost is high, and it is better to digest and discard waste on the spot. However, if the natural slope is adopted, the maximum height is as high as 51.5m, and the foot of the natural slope will block the river.

▎Due to the overall plan of the development zone, the Dalian road needs to be excavated. The original plan was to excavate into a gap, but the gap formed after excavation due to the high mountain is not beautiful, and to prevent the rock slope from falling and weathering after the excavation. stone. After half of the mountain excavation, the development zone government plans to change the mountain gap excavation plan to a tunnel plan. At this time, most of the mountain has been dug, and a large area of ​​rock is exposed. How to restore the vegetation of the mountain has become a very difficult problem.

▎Reinforced earth retaining wall in the playground of Yichang New Second Middle School. The top of this scheme is the school basketball court, and the slope is a landslide. It is proposed to use anti-slide piles to treat the landslide of the foundation. After the anti-slide pile is processed, there is still a height difference of 8m at the top of the pile. If the pile-slab wall is built, the depth and diameter of the bottom anti-slide pile must be increased. If a gravity retaining wall is to be built, this requires double rows of piles as the bearing platform of the gravity retaining wall. The cost of the above two schemes is too high.