【正文】 沉降固結(jié)度 Us= *****整體穩(wěn)定計算數(shù)據(jù)段（ WDS） ***** LR=1 RKH= RKV= LN=11 MI= 0 NFCV= 0 NWD= 1 NBP= 0 NJB= 0 RLH= Di= X1i= Y1i= X2i= Y2i= 邊坡整體穩(wěn)定計算結(jié)果 ====================== 16 LOAD CASE : 1 Safety factor by Fellenius (RLH= ) X= Y= X= Y= X= Y= R= KF= MR= M0= Safety factor by Fellenius (RLH= ) X= Y= X= Y= 17 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= Y= 18 X= 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= Y= 19 X= Y= X= Y= R= KF= MR= M0= Safety factor by Fellenius (RLH= ) X=