THE RELATIVE IMPORTANCE OF COMPRESSIBILITY AND PARTIAL SATURATION IN UNCONFINED GROUNDWATER-FLOW

被引:31
作者
BRUTSAERT, W
ELKADI, AI
机构
关键词
D O I
10.1029/WR020i003p00400
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
引用
收藏
页码:400 / 408
页数:9
相关论文
共 43 条
[1]   MATHEMATICAL-MODEL FOR REGIONAL LAND SUBSIDENCE DUE TO PUMPING .1. INTEGRATED AQUIFER SUBSIDENCE EQUATIONS BASED ON VERTICAL DISPLACEMENT ONLY [J].
BEAR, J ;
CORAPCIOGLU, MY .
WATER RESOURCES RESEARCH, 1981, 17 (04) :937-946
[2]  
Bear J., 2012, HYDRAULICS GROUNDWAT
[3]  
Biot M, 1956, J APPL MECH, V23, P91
[4]   THEORY OF ELASTICITY AND CONSOLIDATION FOR A POROUS ANISOTROPIC SOLID [J].
BIOT, MA .
JOURNAL OF APPLIED PHYSICS, 1955, 26 (02) :182-185
[6]   General theory of three-dimensional consolidation [J].
Biot, MA .
JOURNAL OF APPLIED PHYSICS, 1941, 12 (02) :155-164
[7]  
Bishop A.W., 1963, GEOTECHNIQUE, V13, P177, DOI DOI 10.1680/GEOT.1963.13.3.177
[8]  
BLIGHT G E, 1967, J SOIL MECH FDN DIV, V93, P125
[9]  
Boulton NS., 1954, INT ASS SCI HYDROL P, V2, P472
[10]  
BRUTSAERT W, 1976, J HYDR ENG DIV-ASCE, V102, P1663