نتائج البحث

Aftereffect of Dynamic Deformation of Soils.

• Authors : Mikhalyuk, A. V.¹; Zakharov, V. V.¹

• Source: Soil Mechanics & Foundation Engineering. Nov2000, Vol. 37 Issue 6, p184-190. 7p.

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Determination of the Shear Strength of Clayey Soils by Repeated (Multiple) Testing of Specimens.

• Authors : Meschyan, S. R.¹

• Source: Soil Mechanics & Foundation Engineering. Sep2000, Vol. 37 Issue 5, p141-144. 4p.

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Investigation of the Rheological Properties of Dense Clayey Soils.

• Authors : Isakhanov, E. A.¹

• Source: Soil Mechanics & Foundation Engineering. Sep2000, Vol. 37 Issue 5, p145-152. 8p.

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Experimental Investigation of the Bearing Capacity of Piles Injected into Predrilled Holes in the Foundation Bed of the Odessa Opera and Ballet Theater.

• Authors : Kolesnikov, L. I.¹; Tugaenko, Yu. F.²; Kodryanova, R. M.²

• Source: Soil Mechanics & Foundation Engineering. Sep2000, Vol. 37 Issue 5, p169-177. 9p.

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A New Explanation for the Behavior of Saturated Soils Subject to Vigorous Vibration.

• Authors : Yagin, V. P.

• Source: Soil Mechanics & Foundation Engineering. Nov2000, Vol. 37 Issue 6, p202-203. 2p.

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Effect of Soil Loosening on the Ground Surface above Unbraced Underground Workings.

• Authors : Geniev, G. A.¹

• Source: Soil Mechanics & Foundation Engineering. Nov2000, Vol. 37 Issue 6, p179-183. 5p.

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PERFECCIONAMIENTO DEL CALCULO DE VOLUMEN EN LOS YACIMIENTOS LATERITICOS CUBANOS.

• Authors : Fuentes, Orlando Belete¹

• Source: Minería y Geología. 2000, Vol. 17 Issue 3/4, p69-72. 4p.

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INTRODUCCION DE LA DIMENSION AMBIENTAL EN LA CARRERA DE INGENIERIA GEOLOGICA.

• Authors : Lacaba, Rafael Guardado¹ ; Llanos, Virginia Costa; Rodriguez, Isabel Salgado

• Source: Minería y Geología. 2000, Vol. 17 Issue 3/4, p79-85. 7p.

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Pattern of Slump-Type Settlement and Effectiveness of Compaction of Loess Soil by the Hydroblast Method.

• Authors : Ruziev, A. R.¹

• Source: Soil Mechanics & Foundation Engineering. Nov2000, Vol. 37 Issue 6, p191-197. 7p.

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Down to earth.

• Source: Nature. 9/21/2000, Vol. 407 Issue 6802, p301. 1p.

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