解放军理工大学学报(自然科学版)
解放軍理工大學學報(自然科學版)
해방군리공대학학보(자연과학판)
JOURNAL OF PLA UNIVERSITY OF SCIENCE AND TECHNOLOGY(NATURAL SCIENCE EDITION)
2015年
4期
353-359
,共7页
赵曜%孙红亮%朱宇杰%赵尘
趙曜%孫紅亮%硃宇傑%趙塵
조요%손홍량%주우걸%조진
道路工程%目标空隙率%透水性沥青混合料%路表径流
道路工程%目標空隙率%透水性瀝青混閤料%路錶徑流
도로공정%목표공극솔%투수성력청혼합료%로표경류
road engineering%obj ective air void%porous asphalt mixture%road runoff
为了有效减少路面地表径流,发挥透水性沥青路面的透水功能,明确空隙率、有效空隙率及渗透系数三者之间的关系,以便确定符合地域降雨特点的透水性沥青混合料目标空隙率,依据水量平衡原理和水力学理论,建立了基于有效控制路面地表径流的透水性沥青路面的渗透蓄水简化模型。通过试验分析,明确了透水性沥青混合料的空隙率、有效空隙率及渗透系数有很好的线性相关关系。通过设计降雨量、透水性沥青路面计算面积和路面综合坡度等为计算参数,得到了透水性沥青混合料的目标空隙率计算方法。该方法能够针对不同地区的降雨特点,计算出满足透水功能的透水性沥青混合料的目标空隙率。
為瞭有效減少路麵地錶徑流,髮揮透水性瀝青路麵的透水功能,明確空隙率、有效空隙率及滲透繫數三者之間的關繫,以便確定符閤地域降雨特點的透水性瀝青混閤料目標空隙率,依據水量平衡原理和水力學理論,建立瞭基于有效控製路麵地錶徑流的透水性瀝青路麵的滲透蓄水簡化模型。通過試驗分析,明確瞭透水性瀝青混閤料的空隙率、有效空隙率及滲透繫數有很好的線性相關關繫。通過設計降雨量、透水性瀝青路麵計算麵積和路麵綜閤坡度等為計算參數,得到瞭透水性瀝青混閤料的目標空隙率計算方法。該方法能夠針對不同地區的降雨特點,計算齣滿足透水功能的透水性瀝青混閤料的目標空隙率。
위료유효감소로면지표경류,발휘투수성력청로면적투수공능,명학공극솔、유효공극솔급삼투계수삼자지간적관계,이편학정부합지역강우특점적투수성력청혼합료목표공극솔,의거수량평형원리화수역학이론,건립료기우유효공제로면지표경류적투수성력청로면적삼투축수간화모형。통과시험분석,명학료투수성력청혼합료적공극솔、유효공극솔급삼투계수유흔호적선성상관관계。통과설계강우량、투수성력청로면계산면적화로면종합파도등위계산삼수,득도료투수성력청혼합료적목표공극솔계산방법。해방법능구침대불동지구적강우특점,계산출만족투수공능적투수성력청혼합료적목표공극솔。
In order to decrease the volume of road runoff and provide good water permeability,it is necessa-ry to understand the relations among air void,effective air void and permeability coefficient.Thus,the ob-j ective air void of porous asphalt mixture,according to the local rainfall characteristics,can be determined. A simplified infiltration-water storage model was established,according to the principle of water balance and hydraulics,to decrease the road runoff quantity.Meanwhile,linear relationships among air void,ef-fective air void and permeability coefficient were observed through tests.Thus,a new approach to calculate the obj ective air void of porous asphalt mixture was put forward by using such as design precipitation,the calculated area of porous asphalt pavement and resultant gradient.It shows that the new approach can esti-mate the obj ective air void of porous asphalt mixture for meeting the demand of water infiltration function in different regions based on different rainfall characteristics.