The invention discloses a high-paving-thickness core wall
asphalt concrete construction and
mix proportion design method, and belongs to the technical field of
asphalt concrete core
wall rock-fill dams. The recommended
mix proportion of the core wall
asphalt concrete matched with the construction method is determined on the basis of a
mix proportion design method, and the construction method comprises the steps that firstly, high-paving-thickness core wall
asphalt concrete with the thickness of 350-400 mm is paved; secondly, after paving is completed, transition materials on the two sides of the core wall are paved, and the paving thickness of the transition materials is consistent with that of the core wall; and finally, graded rolling work is conducted, specifically, heavy rolling equipment is adopted for rolling, and the
tonnage of the rolling equipment is larger than that of conventional rolling equipment. According to the construction method, a high-paving-thickness construction technology is adopted, traditional paving thickness limitation is broken through, the paving layer number is reduced, the construction progress is accelerated, and it is guaranteed that the quality is stable and controllable; by increasing the maximum particle size of the aggregate and optimizing the
gradation of the aggregate, it is ensured that the core wall
asphalt concrete can still meet the requirements for high seepage-proofing and mechanical properties under the heavy rolling process, and accurate
adaptation of the material performance and the construction process is achieved.