长江科学院院报
長江科學院院報
장강과학원원보
JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTITUTE
2015年
5期
110-114
,共5页
分层填筑%填筑层数%坝体变形%沉降%稳定性%稳定性系数%数值模拟
分層填築%填築層數%壩體變形%沉降%穩定性%穩定性繫數%數值模擬
분층전축%전축층수%패체변형%침강%은정성%은정성계수%수치모의
layered filling%number of simulated filling layer%dam deformation%stability%settlement%stability co-efficient%numerical siulation
坝体的变形及稳定性计算分析中,合理地选择模拟填筑层数并考察水位对坝体变形及稳定性的影响是十分必要的。首先以变形和稳定性系数作为评价指标,利用强度折减法计算坝坡的稳定性系数,基于 FLAC3D建立坝体的分层填筑三维数值模型,对施工填筑期的数值模拟填筑层数的选取标准进行了研究。其次,在合理的模拟填筑层条件下,研究了不同蓄水位对坝体的变形和稳定性的影响。结果表明:坝体的变形以沉降为主,模拟计算的坝体沉降与填筑层数关系很大。相对坝体沉降来说,水平位移和稳定性系数对填筑层数的敏感性小,应以满足坝体沉降的精度标准选择模拟填筑层数,建议模拟填筑层数不少于10层,坝越高,选取的模拟填筑层数宜越多;坝体的水平位移对库水位位置较敏感,沉降和稳定性系数对库水位位置敏感性小。这些结果在坝体变形和稳定性研究中对确定合适的填筑层数和考虑库水位的影响具有指导意义。
壩體的變形及穩定性計算分析中,閤理地選擇模擬填築層數併攷察水位對壩體變形及穩定性的影響是十分必要的。首先以變形和穩定性繫數作為評價指標,利用彊度摺減法計算壩坡的穩定性繫數,基于 FLAC3D建立壩體的分層填築三維數值模型,對施工填築期的數值模擬填築層數的選取標準進行瞭研究。其次,在閤理的模擬填築層條件下,研究瞭不同蓄水位對壩體的變形和穩定性的影響。結果錶明:壩體的變形以沉降為主,模擬計算的壩體沉降與填築層數關繫很大。相對壩體沉降來說,水平位移和穩定性繫數對填築層數的敏感性小,應以滿足壩體沉降的精度標準選擇模擬填築層數,建議模擬填築層數不少于10層,壩越高,選取的模擬填築層數宜越多;壩體的水平位移對庫水位位置較敏感,沉降和穩定性繫數對庫水位位置敏感性小。這些結果在壩體變形和穩定性研究中對確定閤適的填築層數和攷慮庫水位的影響具有指導意義。
패체적변형급은정성계산분석중,합리지선택모의전축층수병고찰수위대패체변형급은정성적영향시십분필요적。수선이변형화은정성계수작위평개지표,이용강도절감법계산패파적은정성계수,기우 FLAC3D건립패체적분층전축삼유수치모형,대시공전축기적수치모의전축층수적선취표준진행료연구。기차,재합리적모의전축층조건하,연구료불동축수위대패체적변형화은정성적영향。결과표명:패체적변형이침강위주,모의계산적패체침강여전축층수관계흔대。상대패체침강래설,수평위이화은정성계수대전축층수적민감성소,응이만족패체침강적정도표준선택모의전축층수,건의모의전축층수불소우10층,패월고,선취적모의전축층수의월다;패체적수평위이대고수위위치교민감,침강화은정성계수대고수위위치민감성소。저사결과재패체변형화은정성연구중대학정합괄적전축층수화고필고수위적영향구유지도의의。
To select the number of filling layer rationally and consider the influence of water level on deformation and stability is necessary in the numerical simulation of dam deformation and stability.Firstly,deformation and sta-bility coefficient are selected as assessment indexes,and strength reduction method is introduced to calculate the stability coefficient of dam slope.Moreover,3-D numerical model of layered filling is set up based on FLAC3D to study the criteria of selecting the number of filling layer.Furthermore,on the basis of appropriate number of filling layer,the effect of water level on the deformation and stability of dam body is discussed.Results show that settle-ment is the predominant deformation and simulated settlements are closely related with the number of filling layer. Compared with settlement,horizontal displacement and safety factor are less sensitive to the number of filling layer which should be chosen according to the requirement of settlement precision;it is advised that the number of filling layer is not less than 1 0 layers,and the higher the dam,the more the number of filling layer should be.The hori-zontal displacement is more sensitive than the settlement and stability coefficient to water level of reservoir.These results are of guiding significance to determining the appropriate number of filling layer simulation.