Earth pressures on unyielding retaining walls of narrow backfill width

被引:159
作者
Take, WA
Valsangkar, AJ
机构
[1] Univ New Brunswick, Dept Civil Engn, Fredericton, NB E3B 5A3, Canada
[2] Univ Cambridge, Dept Engn, Cambridge CB2 1PZ, England
关键词
fascia retaining walls; silos; earth pressures; pressure cells; centrifuge modelling;
D O I
10.1139/cgj-38-6-1220
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Arching theory predicts a significant reduction in earth pressures behind retaining walls of narrow backfill width. An extensive series of centrifuge tests has been performed to evaluate the use of flexible subminiature pressure cells in the centrifuge environment and their subsequent use to measure lateral earth pressures behind retaining walls of narrow backfill width. Although the flexible earth pressure cells exhibit hysteresis and nonlinear calibration behaviour, the extensive calibration studies indicate that stiff diaphragm type earth pressure cells may be used with replicate models to measure earth pressures. Measurements of lateral pressures acting on the unyielding model retaining walls show good agreement with Janssen's arching theory. Tests on backfills bounded by vertical planes of dissimilar frictional characteristics indicate arching theory with an average interface friction angle provides a reasonable estimate of lateral earth pressures.
引用
收藏
页码:1220 / 1230
页数:11
相关论文
共 16 条
[1]   PRESSURES EXERTED BY MATERIALS STORED IN SILOS .1. COARSE MATERIALS [J].
BLIGHT, GE .
GEOTECHNIQUE, 1986, 36 (01) :33-46
[2]   THE DESIGN OF DIAPHRAGM-TYPE BOUNDARY TOTAL STRESS CELLS [J].
CLAYTON, CRI ;
BICA, AVD .
GEOTECHNIQUE, 1993, 43 (04) :523-535
[3]  
Cresswell A, 1999, GEOTECH TEST J, V22, P324
[4]   EARTH PRESSURE ON RETAINING WALLS NEAR ROCK FACES [J].
FRYDMAN, S ;
KEISSAR, I .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1987, 113 (06) :586-599
[5]   Placement of embedded pressure cells [J].
Garnier, J ;
Ternet, O ;
Cottineau, LM ;
Brown, CJ .
GEOTECHNIQUE, 1999, 49 (03) :405-414
[6]  
Janssen H. A., 1895, Z VEREINS DTSCH ING, V39, P1045
[7]   Pressure measurements in a rectangular silo [J].
Jarrett, ND ;
Brown, CJ ;
Moore, DB .
GEOTECHNIQUE, 1995, 45 (01) :95-104
[8]  
KOLBUSZEWSKI JJ, 1948, 2ND P INT C SOIL MEC, V1, P158
[9]   CAMBRIDGE GEOTECHNICAL CENTRIFUGE OPERATIONS [J].
SCHOFIELD, AN .
GEOTECHNIQUE, 1980, 30 (03) :227-268
[10]  
Spangler M.G., 1984, SOIL ENG