A method for determining the maximum dry density of a super-large particle size wide gradation soil and rock mixture and a construction backfill quality control method
The maximum dry density of soil-rock mixture is determined by on-site rolling tests or dynamic compaction tests, which solves the problem of compaction deviation caused by particle size limitation in existing technologies and achieves more accurate compaction detection and engineering quality control.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- POWERCHINA HUADONG ENG CORP LTD
- Filing Date
- 2023-06-16
- Publication Date
- 2026-06-16
AI Technical Summary
Existing technologies, when determining the maximum dry density of soil-rock mixtures, limit the particle size of indoor compaction testing devices to a small size, causing the compaction test results to deviate from reality during actual construction, resulting in false pass or fail phenomena, which affects the quality of the project.
The maximum dry density under different paving thicknesses and gradation conditions is determined on-site through rolling tests or dynamic compaction tests. Combined with the actual on-site construction, test materials with different gradation conditions and particle content are used to conduct tests to obtain a more accurate maximum dry density.
It improves the accuracy of compaction testing, ensures project quality, avoids repeated construction, shortens the construction period, and improves construction efficiency and economic benefits.
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Figure CN116858724B_ABST