Titlebook: Geotechnical Earthquake Engineering; Ikuo Towhata Book 2008 Springer-Verlag Berlin Heidelberg 2008 Earth Pressure.Effective Stress Analysi

调整

https://doi.org/10.1007/978-3-663-02405-7ear subgrade reaction modulus). The horizontal response (time history of displacement) of a one-dimensional soil column is first calculated by using wave propagation theory in a level ground (Sect. 4.1 and Chap. 8). The calculated motion is then substituted at the support of springs, which generate dynamic response of the structure.

天空

Reclaim

Seismic Force Exerted on Structuresear subgrade reaction modulus). The horizontal response (time history of displacement) of a one-dimensional soil column is first calculated by using wave propagation theory in a level ground (Sect. 4.1 and Chap. 8). The calculated motion is then substituted at the support of springs, which generate dynamic response of the structure.

AVERT

Landslidesayey as indicated by the exposed slip plane (Fig. 15.2). Some part of the sliding soil was mixed with water and formed a mud flow (Fig. 15.3). It is not uncommon that sliding mass is significantly fluidized and reaches an unexpectedly long distance.