城市建筑
城市建築
성시건축
URBANISM AND ARCHITECTURE
2014年
20期
313-313,338
,共2页
ATB-25%沥青稳定碎石基层%配合比设计
ATB-25%瀝青穩定碎石基層%配閤比設計
ATB-25%력청은정쇄석기층%배합비설계
ATB 25%asphalt stabilized macadam base%design of mix proportion
笔者从半刚性基层和柔性基层的优缺点出发，结合工程实际，分析了与半刚性基层相比，ATB -25柔性基层具有的优点，同时研究了沥青稳定碎石基层的配合比设计、施工工艺。
筆者從半剛性基層和柔性基層的優缺點齣髮，結閤工程實際，分析瞭與半剛性基層相比，ATB -25柔性基層具有的優點，同時研究瞭瀝青穩定碎石基層的配閤比設計、施工工藝。
필자종반강성기층화유성기층적우결점출발，결합공정실제，분석료여반강성기층상비，ATB -25유성기층구유적우점，동시연구료력청은정쇄석기층적배합비설계、시공공예。
The author embarks from the advantages and dis-advantages of semi-rigid base and flexible base, analyzes the ATB 25 advantages of flexible base compares with semi-rigid base and combines with the engineering practice, and studies the asphalt stabilized macadam mixture ratio design and co-nstruction technology of base at the same time.
