人民长江
人民長江
인민장강
YANGTZE RIVER
2015年
8期
87-91
,共5页
土石坝%防渗心墙料%现场渗透试验%渗透系数%饱和时间
土石壩%防滲心牆料%現場滲透試驗%滲透繫數%飽和時間
토석패%방삼심장료%현장삼투시험%삼투계수%포화시간
earth - rock dam%impervious core material%in - situ permeability test%permeability coefficient%saturation time
渗透系数是土石坝防渗心墙料填筑质量评价的重要指标之一。针对云南省内多个土石坝工程,对施工碾压后的防渗心墙料,采用现场双环、单环法和室内变水头法进行了渗透试验,并采用规范推荐的渗透系数近似值与较精确值方法计算了两种原位测试方法的心墙料渗透系数,并与变水头方法计算的渗透系数进行了对比分析。结果表明,采用近似值计算渗透系数偏差较大,建议在实际工程质量检测中采用精确值计算法;单环法和双环法的试验结果较为接近,可以利用单环法代替双环法进行防渗心墙料的现场渗透测试,这种替代能够加速现场渗透系数的检测效率,提高施工速度。最后研究了不同饱和时间对渗透系数测定的影响。
滲透繫數是土石壩防滲心牆料填築質量評價的重要指標之一。針對雲南省內多箇土石壩工程,對施工碾壓後的防滲心牆料,採用現場雙環、單環法和室內變水頭法進行瞭滲透試驗,併採用規範推薦的滲透繫數近似值與較精確值方法計算瞭兩種原位測試方法的心牆料滲透繫數,併與變水頭方法計算的滲透繫數進行瞭對比分析。結果錶明,採用近似值計算滲透繫數偏差較大,建議在實際工程質量檢測中採用精確值計算法;單環法和雙環法的試驗結果較為接近,可以利用單環法代替雙環法進行防滲心牆料的現場滲透測試,這種替代能夠加速現場滲透繫數的檢測效率,提高施工速度。最後研究瞭不同飽和時間對滲透繫數測定的影響。
삼투계수시토석패방삼심장료전축질량평개적중요지표지일。침대운남성내다개토석패공정,대시공년압후적방삼심장료,채용현장쌍배、단배법화실내변수두법진행료삼투시험,병채용규범추천적삼투계수근사치여교정학치방법계산료량충원위측시방법적심장료삼투계수,병여변수두방법계산적삼투계수진행료대비분석。결과표명,채용근사치계산삼투계수편차교대,건의재실제공정질량검측중채용정학치계산법;단배법화쌍배법적시험결과교위접근,가이이용단배법대체쌍배법진행방삼심장료적현장삼투측시,저충체대능구가속현장삼투계수적검측효솔,제고시공속도。최후연구료불동포화시간대삼투계수측정적영향。
Permeability coefficient is one of the important indexes for evaluating the filling quality of impervious core material in earth - rock dams. For several earth dams in Yunnan Province,the in - situ double - ring,single - ring and indoor varying -head permeability tests were carried out. The approximate value method recommended by the standards and the accuracy value method are used to calculate the permeability coefficient of the two in - situ tests,and the results are compared with that of the varying - head permeability method. The results show that the deviation of approximate value method is larger,therefore the ac-curacy calculation value is recommended. The test result determined by double - ring is close to that by single - ring method,so the single - ring method could replace the double - ring method in in - situ test,which can improve the detection efficiency. Fur-thermore,the effect of saturation time on permeability coefficient test in field is studied.