810高程处荷载计算

自重基本组合正常蓄水位特殊组合地震分块重力标准值GEJKN115472825559123104392332总和175456332G1G2静水压力PHU1U2U3浪压力PL泥沙压力PSHF1F2F3地震动水压力F0作用情况荷载组合设计情况自重扬压力（拆为三部分）地震惯性力截面上总水平力（有地震荷载）截面上总水平力（无地震荷载）坝体自重荷载表61地震惯性力计算表表63非溢流坝段坝基面荷载计算表荷载效应表610810高程截面所有作用情况合力汇总表810M高程截面上抗滑稳定极限状态计算10SR左边0S101071835678右边1/DRJ坝体自重基本组合810M高程截面坝址抗压强度承载能力极限状态扬压力截面上全部法向力之和全部力对截面形心力矩之和（有地震荷载）全部力对截面形心力矩之和（无地震荷载）RPSKN187881RPS21MJTMAWSRRRRRSR0S10108145812291/DR（二）正常使用极限状态长期组合S短期组合（考虑地震）S（1）正常蓄水位情况下上游面垂直正应力YU下游面垂直正应力YD上游面剪应力U下游面剪应力D上游面水平正应力XU下游面水平正应力XD上游面主应力1U2U（三）应力计算基本组合21MJTMAWSRRRRRCFR4337241327436121121MBHJ0RRRRRJTMAWS下游面主应力1D2D静水压力扬压力泥沙压力浪压力冰压力冻水压力土压力质点距坝基面高度HMGEJ/GEHJ/H4分布系数I惯性力FIKN对坝基面形心轴弯矩KNM3769500556126239042515102422569285813165450007415541212141684601827871736711103000275068112887294612763249578724423006577884614097161172961052方向力标准值（KN）对坝基面形心轴力臂（M）力矩KNM分项系数力设计值（KN）力矩设计值KNM7106413145934136281710649341362810439233208816792039241104392339203923977082821266789715721708282897157223727813145490019312447336588023171054594620881792980091212655135111576117455614312106702112894672128042475012683917919639031260152162356683433829724281867871240595649824144915102422437756928581151024225692858116846018165527871741168460182787173729461275811033249579129461276324957873828619148856969851382861895696985743436780528标准/设计力的大小方向单位作用情况标准/设计力的大小标准值116094926为正KN标准值1262911设计值116262839为正KN设计值1263464标准值71667765为正KN标准值787565设计值71835678为正KN设计值788118标准值175456332为正KN标准值2098824坝基面上总水平力（有地震荷载）坝基面上总水平力（无地震荷载）坝体自重荷载表61地震惯性力计算表表63非溢流坝段坝基面荷载计算表表610810高程截面所有作用情况合力汇总表表610410高程截面所有作用情况合力汇总表NJJEEIIIHHGGHH144414141设计值175456332为正KN设计值2098824标准值21729346为正KN标准值22461设计值26075215为正KN设计值269532标准值153726986为正KN标准值1874214设计值149381117为正KN设计值1829292标准值74343602逆时针为正KNM标准值7205677设计值78052796逆时针为正KNM设计值7739694标准值56441414逆时针为正KNM标准值106767设计值93533355逆时针为正KNM设计值534653F，/130692C/331667D112085D11271835678S116262842087911757R20879118左边718356780S1008511626283998823413右边173992646471836左边1/DR250549413074398357TR1664510D118全部力对坝基面形心力矩之和（无地震荷载）坝体自重扬压力坝基面上全部法向力之和全部力对坝基面形心力矩之和（有地震荷载）基本组合偶然组合810M高程截面坝址抗压强度承载能力极限状态RRRRACWFRRPSKN162429374366731692182926920RKN202443162492321/111RDKN6412634RPS21MJTMAWSRRRRRKN7138080141327237187738694367418292922S满足0KPA831894132723718205677736741874214S814581229S1421306610000R100008145812290S100851421306616120811065555555556814581/DR555555564312235112059280000780N0M079454312235112上游面垂直正应力YU4923390349下游面垂直正应力YD0上游面剪应力U3911632647下游面剪应力D46464上游面水平正应力XU3107791356下游面水平正应力XD4312235112上游面主应力1U464642U（三）应力计算（2）地震情况下（截面上有扬压力作用）基本组合偶然组合21MJTMAWSRRRRR4337241327436121121MBHJ满足0KPA65574132723718106767036741874214SKPA389353674535346636741874214622TMTWYU0KPA05338947094709NPPYUUUUUKPA1389800048636MPPDUDYDDKPA0053389470947099470947022NPPPPYUUUUUUUXUKPA273118000486360022MPPPPDUDYDUDDXDKPA389350470947098953301122221NPPNUUUYUUKPA0947094702UUUUPP8031181705下游面主应力1D02DKPA0947094702UUUUPPKPA63797800036486801122221MPPMUDDYDD地震力方向单位为正KN为正KN为正KN为正KN为正KN荷载表610410高程截面所有作用情况合力汇总表NJJEEIIIHHGGHH1444141415767875657436950102246242098890PACUWFKS为正KN为正KN为正KN为正KN为正KN逆时针为正KNM逆时针为正KNM逆时针为正KNM逆时针为正KNM左边偶然组合810M高程截面坝址抗压强度承载能力极限状态KN6412634RPSKN162429374366731692182926920RKN7138080141327237187738694367418292922S12081106245928000078864282545306866723094464645455610125592800007846464（三）应力计算（2）地震情况下（截面上有扬压力作用）偶然组合KPA1416636747738694636741874214622TMTWYUKPA1185436747738694636741874214622TMTWYD0KPA01661447094709NPPYUUUUUKPA3683800085411MPPDUDYDDKPA001661447094709470947092NPPPPYUUUUUUUXUKPA635468000118540022MPPPPDUDYDUDDXDKPA141660470947091416601122221NPPNUUUYUUKPA0947094702UUUUPPA0947094702UUUUPPKPA007441800085411801122221MPPMUDDYDD0KPA002UDDDPP（一）稳定计算F，09C9501）基本组合2）偶然组合KSKS,63432881883KS,（二）应力计算根据水利行业标准计算5767875657436950102246242098890PACUWFKS（1）正常蓄水位情况下上游面垂直正应力YU4312235112下游面垂直正应力YD4923390349上游面剪应力U0下游面剪应力D3911632647上游面水平正应力XU3872下游面水平正应力XD3107791356上游面主应力1U43122351122U3872下游面主应力1D80311817052D0KPA5957536747006761636741874214622TMTWYUKPA6746236747006761636741874214622TMTWYD0KPA05575939243924NPPYUUUUUKPA14703800046267MPPDUDYDDKPA0055759392439243924392422NPPPPYUUUUUUUXUKPA119628000462670022MPPPPDUDYDUDDXDKPA595750392439245957501122221NPPNUUUYUUKPA0439249232UUUUPPKPA78587800067624801122221MPPMUDDYDD0KPA002UDDDPP391584113823根据水利行业标准计算10412629117436950102246242098890PACUWFKS上游面垂直正应力YU下游面垂直正应力YD上游面剪应力U下游面剪应力D上游面水平正应力XU下游面水平正应力XD上游面主应力1U2U下游面主应力1D2D（2）地震情况下KPA5957536747006761636741874214622TMTWYUKPA6746236747006761636741874214622TMTWYD0KPA05575939243924NPPYUUUUUKPA14703800046267MPPDUDYDDKPA0055759392439243924392422NPPPPYUUUUUUUXUKPA119628000462670022MPPPPDUDYDUDDXDKPA595750392439245957501122221NPPNUUUYUUKPA0439249232UUUUPPKPA78587800067624801122221MPPMUDDYDD0KPA002UDDDPP10412629117436950102246242098890PACUWFKS5928000078864282545306866723094387254556101255928000078387214098435580（2）地震情况下KPA84189367472056776367418742