fill concrete
1.In the Steel Wharf of Huang-pu New Port, as an example, the horizontal earth pressure on the wall slab is less about 40% than the classic active earth pressure and the vertical one on the bottom slab about 30% than the overburden pressure when friction between embankment fill and concrete wall is considered as δ=φ/3
2.Abstract: According to the charateristics of the rock fill dam with an asphaltic concrete core wall, the reasonable models are chosen to simulate the rock dam body, rigid subwall and asphaltic concrete core wall, a method is suggested to investigate the interface between subwall and core wall, the local stress distribution of the core wall is taken into consideration in the calculation.
7.Dam Body Filling Design by Stages for Concrete Face Rock-fill Dam of Hongjiadu Hydropower Station
8.TRIAXIAL TEST STUDY ON MECHANICAL CHARACTERISTICS OF ASPHALT CONCRETE IN THE CORE WALL OF EARTH-ROCK FILL DAM
9.It also includes a consideration of possible alternatives, such as a concrete gravity dam or an earth-fill embankment dam.
