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Questions of Creep and Lasting Strength of Clay Soils in Connection with Pressure on Foundation Walls (Voprosy Polzuchesti I Dlitelnoi Prochnosti Glinistykh Gruntov V Svyazi S Davlenem NA Podporne Stenki)
Recent investigations indicate, that in analyzing the general stability of foundation structures and pressure on reinforcement of subterranean mines, an important factor is the rheological process in clay soils, expressed as a tendency of these soils to creep, which is closely related to questions of prolonged strength, (durability). (Author)
Questions of Creep and Lasting Strength of Clay Soils in Connection with Pressure on Foundation Walls (Voprosy Polzuchesti I Dlitelnoi Prochnosti Glinistykh Gruntov V Svyazi S Davlenem NA Podporne Stenki)
Recent investigations indicate, that in analyzing the general stability of foundation structures and pressure on reinforcement of subterranean mines, an important factor is the rheological process in clay soils, expressed as a tendency of these soils to creep, which is closely related to questions of prolonged strength, (durability). (Author)
Questions of Creep and Lasting Strength of Clay Soils in Connection with Pressure on Foundation Walls (Voprosy Polzuchesti I Dlitelnoi Prochnosti Glinistykh Gruntov V Svyazi S Davlenem NA Podporne Stenki)
S. E. Mogilevskaya (Autor:in)
1964
30 pages
Report
Keine Angabe
Englisch
TIBKAT | 1.1972 -
TIBKAT | 1964
|Voprosy issledovanija lessovych gruntov, osnovanij i fundamentov
TIBKAT | 1.1966 -
TIBKAT | 1970
|