【正文】 Y= X= Y= R= KF= MR= M0= Safety factor by Fellenius (RLH= ) X= Y= X= Y= X= Y= R= KF= MR= M0= Safety factor by Fellenius (RLH= ) X= 21 Y= X= Y= X= Y= R= KF= MR= M0= Safety factor by Fellenius (RLH= ) X= Y= X= Y= 22 X= Y= R= KF= MR= M0= A2 區(qū)計(jì)算書 地基計(jì)算系統(tǒng) （ 98 版）計(jì)算書 數(shù)據(jù)文件名： ***** 工程斷面數(shù)據(jù)段 (GCS) ***** M= 5 N= 0 NS= 2 AX= AY= ***** 1***** BX= BY= GS= GL= C= F= MG= 1 ***** 2***** BX= BY= GS= GL= C= F= MG= 0 ***** 3***** BX= BY= GS= GL= C= F= MG= 0 ***** 4***** BX= BY= GS= GL= C= F= MG= 0 ***** 5***** BX= BY= GS= GL= C= F= MG= 0 XW= YW= XW= 23 YW= ***** 外荷載數(shù)據(jù)段 (WHS)***** NPQ1= 2 NPQ2= 2 NDB= 0 MPQ =8 NP = 2 NQ = 0 NH = 0 XP= PP= ***** 沉降計(jì)算數(shù)據(jù)段（ CJS） ***** NX1= 3 NCJ= 3 MB= 4 NCJT= 2 Ms= XX = KH= 2 NEP= 0 Cci= Csi= Pc= KH= 3 NEP= 0 Cci= Csi= Pc= KH= 4 NEP= 0 Cci= Csi= Pc= KH= 5 NEP= 0 Cci= Csi= Pc= TCJ= 地基沉降量計(jì)算結(jié)果 ==================== load case : 3 (by e__log curve settlement of given layer : X= total settlement : SS= 24 ***** 固結(jié)計(jì)算數(shù)據(jù)段（ GJS） ***** NX2= 3 NZ= 8 NT= 2 KGJ= 0 NGJ= 1 CV= UM= CH= XX = YS = YL = HL = Z = T = T0 = TF = DE= DW= XU1= XU2= KHi= 2 Chi= KHi= 3 Chi= KHi= 4 Chi= KHi= 5 Chi= TCJi= Settlement of given layer: X= tota