[ 1 ] 吴中如, 阮焕祥.混凝土坝观测资料的反分析[J].河海大学学报, 1989, (2) :50～54 链接1

[ 2 ] 刘观标, 吴中如.反演连拱坝混凝土的物理参数[J].河海大学学报, 1987, (4) :78～82 链接1

[ 3 ] BonaldiP , FanelliM , GiuseppttiG .Displacementfore castingforconcretedamsviadeterministicmathematicalmodels[J].InternationalWaterPower&DamCon struction, 1977, 29 (9) :143～148

[ 4 ] GiuseppttiG .Basictheoryunderlyingthecomputationofinfluencecoefficients[C].ISMES , 1986.241～247

[ 5 ] 吴中如, 陈继禹, 范树乎.用反演分析法推求连拱坝混凝土的力学参数和断裂韧度[J].大坝观测与土工测试, 1986, (3) :7～11 链接1

[ 6 ] LNEC .Criteriafollowedinportuga1inobservationofconcretedams[J].DetectionofDeteriorationPhenome na, Teletransmission, 1979 (10) :18～23

[ 7 ] GuChongshi, WuZhongru.Researchontheexpansionsressinwetconcreteandtheapplicationtotheallowablestressinarchdams[J].DamEngineering, 1996, 7 (4) ;351～362

[ 8 ] Wangshijun, LinJiaxin.Determinationofhydraulicconductivitymodelforconcretefoundationbyoptimumin version[C].InternationalSymposiumonMonitoringTechnologyofDamSafaty, 1992.187～192

[ 9 ] 朱岳明.测压管水位的反分析确定性混合模型[C].大坝安全监测技术国际学术讨论会论文集, 1992.92～97

[10] GaleJE .Theeffectsoffracturetype (inducedversusnatural) onthestress—fractureclosure—fractureperme abilityrelationships[C].Proc.ofthe23thU .S .Sympo siumonRockMech, Berkeley, California, 1982.107～113

[11] WittkeW .Rockmechanics—theoryandapplicationswithcasehistories, Berlin:Springer—Verlag, 1990

[12] MaraRamosA .Newmethodforquantitativeanalysisofdamdisplacement[C].3rdInternationalConferenceonComputationMethodsandExperimentalMeasurement, PortoCarras, Greece1987.213～220

[13] 吴中如, 沈长松, 阮焕祥.水工建筑物安全监控理论及其应用[M ].河海大学出版社, 1990.112～124 链接1

[14] 吴中如, 朱伯芳.三峡水工建筑物安全监测与反馈设计[M].中国水利水电出版社, 1999.81～104 链接1