RESPONSE CHARACTERISTICS OF CYLINDRICAL PIEZOMETERS

被引：19

作者：

BRAND, EW

PREMCHITT, J

机构：

来源：

GEOTECHNIQUE | 1982年 / 32卷 / 03期

关键词：

D O I：

10.1680/geot.1982.32.3.203

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

引用

页码：203 / 216

页数：14

共 17 条

[1] INTAKE FACTORS FOR CYLINDRICAL PIEZOMETER TIPS [J].

ALDHAHIR, ZA ;

MORGENSTERN, NR .

SOIL SCIENCE, 1969, 107 (01) :17-+

[2]

Bishop AW., 1962, MEASUREMENT SOIL PRO, V2

[3]

BISHOP AW, 1969, 8TH T INT C LARG DAM, V2, P47

[4]

BISHOP AW, 1969, INSITU INVESTIGATION, P251

[5] SHAPE FACTORS OF CYLINDRICAL PIEZOMETERS [J].

BRAND, EW ;

PREMCHITT, J .

GEOTECHNIQUE, 1980, 30 (04) :369-384

[6]

Forsythe G.E., 1960, FINITE DIFFERENCE ME

[7]

Gibson R. E., 1963, GEOTECHNIQUE, V13, P1, DOI [10.1680/geot.1963.13.1.1, DOI 10.1680/GEOT.1963.13.1.1]

[8]

HVORSLEV MJ, 1951, B WATWAYS EXP STN VI, V36

[9] PORE PRESSURE EQUALIZATION OF PIEZOMETERS IN COMPRESSIBLE SOILS [J].

PREMCHITT, J ;

BRAND, EW .

GEOTECHNIQUE, 1981, 31 (01) :105-123

[10] DRIVEN PILES IN CLAY - EFFECTS OF INSTALLATION AND SUBSEQUENT CONSOLIDATION [J].

RANDOLPH, MF ;

CARTER, JP ;

WROTH, CP .

GEOTECHNIQUE, 1979, 29 (04) :361-393

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