Sakuro Murayama
- (1984): Behavior Of Sand Particles Detected From Acoustic Emission. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1984, n. 352 ( 1984).
- (1985): The Kaiser Effect Of Granite Caused By Various Loading Methods. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1985, n. 364 ( 1985).
- (1986): Relationships Between Creep Strain And Kaiser Effect On Granite. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1986, n. 370 (June 1986).
- (1989): Slip Failure Along The Tunnel Face Driven By Shield. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1989, n. 406 ( 1989).
- (1984): Creep Characteristics of Sands. In: Soils and Foundations, v. 24, n. 2 (June 1984).
- (1983): Formulation of Stress-Strain-Time Behavior of Soils Under Deviatoric Stress Condition. In: Soils and Foundations, v. 23, n. 2 (June 1983).
- (1960): The Bearing Capacity of a Pile Driven into Soil and its New Measuring Method. In: Soils and Foundations, v. 1, n. 2 ( 1960).
- (1974): A Study of the Stress-Strain-Time Behavior of Saturated Clays Based on a Theory of Nonlinear Viscoelasticity. In: Soils and Foundations, v. 14, n. 2 (June 1974).
Structurae cooperates with
