FIELD: structural seismology, evaluation of intensity of vibrations with due account of properties of soils making up construction site. SUBSTANCE: excitation of seismic vibrations is carried out in soil by means of vibration source, these vibrations are recorded by geophones located on sections with different engineering-geological conditions and inclination angles of ground surface are measured in region bordering on vibration source. Increments of vibration force are found from relation , where θ1 is inclination angle of ground surface of tested soil bordering on vibration source, radian; θ2 is inclination angle of ground surface in region bordering on vibration source, radian. Degree of seismic effect is evaluated by values of nonlinear increments of vibration force. EFFECT: improved authenticity of process. 2 tbl
Title | Year | Author | Number |
---|---|---|---|
PROCESS OF SEISMIC MICROZONING | 1996 |
|
RU2105997C1 |
PROCEDURE OF SEISMIC MICROZONING | 1999 |
|
RU2162607C2 |
METHOD OF SEISMIC MICROZONING | 1996 |
|
RU2105996C1 |
PROCESS OF SEISMIC MICROZONING | 1996 |
|
RU2105998C1 |
METHOD OF SEISMIC MICROZONING | 1999 |
|
RU2162610C2 |
METHOD OF SEISMIC MICROZONING | 1999 |
|
RU2162613C2 |
METHOD OF SEISMIC MICROZONING | 1999 |
|
RU2162614C2 |
PROCEDURE OF SEISMIC MICROZONING | 1999 |
|
RU2162606C2 |
PROCESS OF SEISMIC MICROZONING | 1996 |
|
RU2099751C1 |
METHOD OF SEISMIC MICROZONING | 1999 |
|
RU2162609C2 |
Authors
Dates
1998-02-27—Published
1996-07-25—Filed