水利水电科技进展
水利水電科技進展
수이수전과기진전
ADVANCES IN SCIENCE AND TECHNOLOGY OF WATER RESOURCES
2015年
1期
37-41
,共5页
面膜堆石坝%面膜防渗%土工膜%顶破%刺破%垫层颗粒%接触力%概率分析
麵膜堆石壩%麵膜防滲%土工膜%頂破%刺破%墊層顆粒%接觸力%概率分析
면막퇴석패%면막방삼%토공막%정파%자파%점층과립%접촉력%개솔분석
membrane faced rockfill dam ( MFRD )%impermeable membrane%geomembrane%brust%pierce%granular cushion%contact force%probability analysis
针对堆石坝坝面土工膜与垫层颗粒间接触状态存在较大的随机性和无序性的问题,结合土工膜材料力学强度与抗顶破、刺破能力之间的关系,建立了一种简化条件下计算土工膜发生局部顶破、刺破概率的方法,并分析了垫层颗粒不同粒径、不同压力与土工膜局部顶破、刺破概率之间的关系,同时以某面膜防渗堆石坝为例,给出了在土工膜整体受力变形条件下堆石坝面膜防渗结构安全概率的分布情况。分析结果表明:压力越大、颗粒粒径越大,土工膜发生顶破、刺破的可能性越高,并且由于局部土工膜所受到的不平衡力的方向的不确定性,所以土工膜发生顶破、刺破的概率与颗粒粒径和压力具有明显的两段函数关系。
針對堆石壩壩麵土工膜與墊層顆粒間接觸狀態存在較大的隨機性和無序性的問題,結閤土工膜材料力學彊度與抗頂破、刺破能力之間的關繫,建立瞭一種簡化條件下計算土工膜髮生跼部頂破、刺破概率的方法,併分析瞭墊層顆粒不同粒徑、不同壓力與土工膜跼部頂破、刺破概率之間的關繫,同時以某麵膜防滲堆石壩為例,給齣瞭在土工膜整體受力變形條件下堆石壩麵膜防滲結構安全概率的分佈情況。分析結果錶明:壓力越大、顆粒粒徑越大,土工膜髮生頂破、刺破的可能性越高,併且由于跼部土工膜所受到的不平衡力的方嚮的不確定性,所以土工膜髮生頂破、刺破的概率與顆粒粒徑和壓力具有明顯的兩段函數關繫。
침대퇴석패패면토공막여점층과립간접촉상태존재교대적수궤성화무서성적문제,결합토공막재료역학강도여항정파、자파능력지간적관계,건립료일충간화조건하계산토공막발생국부정파、자파개솔적방법,병분석료점층과립불동립경、불동압력여토공막국부정파、자파개솔지간적관계,동시이모면막방삼퇴석패위례,급출료재토공막정체수력변형조건하퇴석패면막방삼결구안전개솔적분포정황。분석결과표명:압력월대、과립립경월대,토공막발생정파、자파적가능성월고,병차유우국부토공막소수도적불평형력적방향적불학정성,소이토공막발생정파、자파적개솔여과립립경화압력구유명현적량단함수관계。
For the randomness and disordered issues of the contact status of earth-rock dam geomembrane and granular cushion, combined with the relationship between the mechanical strength of geomembrane and ability to resist bursting and piercing, a calculation method of probability of bursting and piercing in local geomembrane under simplified conditions is established. Also, this paper analyzed the relation between different granular size and pressures of granular cushion and bursting and piercing probability of local geomembrane. Considering a certain earth-rock dam with impermeable membrane as an example, this paper provided probability distribution of the safety of impermeable membrane structure under overall geomembrane force-deformation condition. The results show that:the greater the pressure, the larger the particle size, the higher the possibility of bursting and piercing of geomembrane, and due to the uncertain imbalance force direction of the local geomembrane, the mentioned relationship presents two functions.