机场建渣垫层道路基层力学性能研究
Research on Mechanical Properties of Airport Construction Waste Cushion Foundation
曹正龙 1费磊 1刘艺博 1李文鹏 2王新国2
作者信息
- 1. 山东省机场管理集团有限公司,山东 济南 250107;济南国际机场建设有限公司,山东 济南 250107
- 2. 山东泉建工程检测有限公司,山东 济南 250014
- 折叠
摘要
建渣垫层道路基层是一种应用新型材料的道路结构层.文中对机场建渣垫层道路基层进行了反应模量试验、重型触探试验和浅层平板试验研究.结果表明,建渣垫层道路基层具有较高的强度和稳定性,并结合实际工程情况,提出了相应的建议和改进措施,以期为机场建渣垫层道路基层的材料选择和设计提供科学依据.
Abstract
The construction slag cushion layer road base is a new type of road structural layer that applies new materials.This article conducted reaction modulus tests,heavy penetration tests,and shallow plate tests on the airport construction slag cushion layer road base.The test results were analyzed,and it was found that the construction slag cushion layer road base has high strength and stability.Based on the actual engineer-ing situation,corresponding suggestions and improvement measures were proposed,providing scientific basis for the material selection and de-sign of airport construction slag cushion layer road base.
关键词
机场/建渣/垫层/道基反应模量/力学性能Key words
Airport/Construction slag/Cushion layer/Daoji reaction modulus/Mechanical property引用本文复制引用
出版年
2024
国家科技期刊平台
NSTL
万方数据