连拱隧道中隔墙浇注及回填在Midas中如何模拟？
> CONSTRUCTION STAGE NO. : 5 / 22
> ENTRY PHASE FOR RENUMBERING
> ENTRY NUMBERING_EQN
> ENTRY FORM_STIFF_MASS_LOAD
> THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
> ELEMENT NO. : 3216 OF 3493
> ENTRY SOLUTION PHASE
> ENTRY LOAD_BLOCK
> ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
> INCREMENT NO. : 1 ITERATION NO. : 5 LOAD FACTOR : 0.100E+01 DISPL. NORM : 0.318E-03
>
> CONSTRUCTION STAGE NO. : 6 / 22
> ENTRY PHASE FOR RENUMBERING
> ENTRY NUMBERING_EQN
> ENTRY FORM_STIFF_MASS_LOAD
> THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
> ELEMENT NO. : 3216 OF 3493
> ENTRY SOLUTION PHASE
> ENTRY LOAD_BLOCK
> ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
> INCREMENT NO. : 1 ITERATION NO. : 3 LOAD FACTOR : 0.100E+01 DISPL. NORM : 0.166E-04
>
> CONSTRUCTION STAGE NO. : 7 / 22
> ENTRY PHASE FOR RENUMBERING
> ENTRY NUMBERING_EQN
> ENTRY FORM_STIFF_MASS_LOAD
> THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
> ELEMENT NO. : 3292 OF 3493
> ENTRY SOLUTION PHASE
> ENTRY LOAD_BLOCK
> ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
> INCREMENT NO. : 1 ITERATION NO. : 30 LOAD FACTOR : 0.100E+01 DISPL. NORM : 0.110E+03
>
> CONSTRUCTION STAGE NO. : 8 / 22
> ENTRY PHASE FOR RENUMBERING
> ENTRY NUMBERING_EQN
> ENTRY FORM_STIFF_MASS_LOAD
> THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
> ELEMENT NO. : 3306 OF 3493
> ENTRY SOLUTION PHASE
> ENTRY LOAD_BLOCK
> ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
> INCREMENT NO. : 1 ITERATION NO. : 28 LOAD FACTOR : 0.100E+01 DISPL. NORM : 0.701E+02
> In class [MultifrontalSolver] : Factorization failed in DSYTRF INCOMPLETE MULTI-FRONTAL SOLVER
> IERROR= -1
> 不正常的执行中断！
>
为什么一到中隔墙浇注时就中断，总是这样的结果。中隔墙浇注及回填是使用什么属性？如何实现呢？
痛苦求助各位大侠中！
