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75篇 您的检索式:作者名="Syme D A"
    题名 作者 年代 出处 被引量
1The development of new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils显示文摘HIGHT D W GENS A SYMES M J P R 1983Geoteehnique1983,33,4:1
2Undrained anisotropy and principal stress rotation in saturated sand显示文摘SYMES M J GENS A HIGHT D W 1984G6otechnique1984,34,1:1
3The development of a new hollow cylinder apparatus for investigating the elfeets of principal stress rotation in soils显示文摘HIGHT D W GENS A SYMES M J 1983G6otechnique1983,33,4:1
4Undrained anisotropy and principal stress rotation in saturated sand显示文摘SYMES M J GENS A HIGHT D W 1984Géotechnique1984,34,1:1
5Undrained anisotropoy and principal stress rotation in saturated sand显示文摘SYMES M J P R GENS A HIGHT D W 1984Geoteehnique1984,34,1:1
6Drained principal stress rotation in saturated sand显示文摘SYMES M J GENS A HIGHT D W 1988Géotechnique1988,38,1:1
7Undrained Anisotropy and Principal Stress Rotation in Saturated Sand显示文摘Symes M J Gens A Hight D W 1984Geotechnique1984,34,1:1
8The development of new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils显示文摘HIGHT D W GENS A SYMES M J P R 1983Geotechnique1983,33,4:1
9The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils显示文摘HIGHT D W GENS A SYMES M J 1983Geotechnique1983,33,4:1
10The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils显示文摘HIGHT D W GENS A SYMES M J 1983Geotenique1983,33,4:1
11The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils显示文摘HIGHT D W GENS A SYMES M J 1983Géotechnique1983,33,4:1
12The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils显示文摘Hight D W Gens A and Symes M J 1983Geotenique1983,33,4:1
13Drained principal stress rotation in saturated sand显示文摘SYMES M J GENS A HIGHT D W 1988G6otechnique1988,38,1:1
14Undrained anisotropy and principal stress rotation显示文摘SYMES M J GENS A HIGHT D W 1984Geotechnique1984,34,1:1
15Undrained anisotropy and principal stress rotation in saturated sand显示文摘SYMES M J GENS A HIGHT D W 0,,01:1
16Pelvi-calyceal height,a predictor of success when treating lower pole stones with extracorporeal shockwave lithotripsy显示文摘Symes A Shaw G Corry D 2005Urol Res2005,33,4:1
17The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils显示文摘Hight D W Gens A Symes M J P R 1983Geotechnique1983,33,4:1
18The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils显示文摘HIGHT D W GENS A SYMES M J 1983Geotechnique1983,33,4:1
19Undrained anisotropy and principal stress rotation in saturated sand显示文摘Symes M J P R Gens A Hight D W 1984Geotechnique1984,34,1:1
20Undrained anisotropy and principal stress rotation in saturated sand显示文摘SYMES M J GENS A HIGHT D W 1984Geotechnique1984,34,1:1
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