COUPLING VERSUS UNCOUPLING IN SOIL CONSOLIDATION

被引:69
作者
LEWIS, RW [1 ]
SCHREFLER, BA [1 ]
SIMONI, L [1 ]
机构
[1] UNIV PADUA,INST SCI & TECN COSTRUZ,I-35100 PADUA,ITALY
关键词
D O I
10.1002/nag.1610150803
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Coupling and uncoupling between the equilibrium and mass balance equations in soil consolidation problems is investigated in detail. A procedure for judging the strength of coupling is indicated. In the applications, particular emphasis is given to subsidence problems where the coupled nature of the problem is applications, particular emphasis is given to subsidence problems where the coupled nature of the problem is still sometimes questioned. It is shown that even in the case of a single pumped aquifer most situations are coupled.
引用
收藏
页码:533 / 548
页数:16
相关论文
共 27 条
[21]  
SAETTA A, IN PRESS METODOS NUM
[22]  
SIMONI L, 1989, MECCANICA, V24, P98
[23]  
Smith IM, 1978, NUMERICAL METHODS OF, P483
[24]  
Terzaghi K., 1925, ERDBAUMECHANIK BODEN
[25]   The relation between the lowering of the piezometric surface and the rate and duration of discharge of a well using ground water storage [J].
Theis, CV .
TRANSACTIONS-AMERICAN GEOPHYSICAL UNION, 1935, 16 :519-524
[26]  
VERRUIJT A, 1906, FLOW POROUS MEDIA, P331
[27]  
Zienkiewicz O.C., 1984, NUMERICAL METHODS CO, P35