FULL-DISPLACEMENT PRESSUREMETER METHOD FOR RIGID PILES UNDER LATERAL LOADS AND MOMENTS

被引:9
作者
MEYERHOF, GG
SASTRY, VVRN
机构
关键词
D O I
10.1139/t87-063
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
引用
收藏
页码:471 / 478
页数:8
相关论文
共 19 条
[1]  
ADAM M, 1971, ANN I TECHNIQUE BATI, V280, P126
[2]  
BAGUELIN F, 1978, PRESSUREMETER F ENG
[3]  
BAGUELIN F, 1972, 5TH P EUR C SOIL MEC, V1, P317
[4]  
BRIAUD JL, 1983, AM SOC TESTING MATER, V835, P97
[5]  
BRIAUD JL, 1985, 11TH P INT C SOIL ME, V3, P1353
[6]  
Brinch Hansen J., 1961, B DANISH GEOTECHNICA, V12
[7]  
KERISEL J, 1967, ANN I TECHNIQUE BA S, V239, P1655
[8]   LATERAL RESISTANCE AND DEFLECTION OF RIGID WALLS AND PILES IN LAYERED SOILS [J].
MEYERHOF, GG ;
MATHUR, SK ;
VALSANGKAR, AJ .
CANADIAN GEOTECHNICAL JOURNAL, 1981, 18 (02) :159-170
[9]   BEARING CAPACITY OF RIGID PILES UNDER ECCENTRIC AND INCLINED LOADS. [J].
Meyerhof, G.G. ;
Sastry, V.V.R.N. .
Canadian geotechnical journal, 1985, 22 (03) :267-276
[10]   LATERAL RESPONSE OF FREE-HEAD PILE [J].
PISE, PJ .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1984, 110 (12) :1805-1809