Titlebook: Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls; Hemanta Hazarika,Motoki Kazama,Wei F. Lee Conference proceedings 2017 Spr

jabber

寄生虫

过剩

Instantaneous

Sinus-Rhythm

Ordnance

Bearing Capacity of Breakwater Mound Under Tsunami-Induced Seepage Flowzontal load and seepage flow. According to the model tests, seepage force resulted in decrease of a bearing capacity. In addition, it was confirmed that finite element method analyses could simulate the model tests, and the suitable hypothetical adhesion was shown to simulate the effect of seepage force.

健忘症

慢慢流出

PANG

inveigh

Problemstellung und theoretischer Rahmen,ical examinations including the centrifuge model tests, it can be concluded that the increase of the pore water pressure in the thin ash-fall deposits layer with high permeability has promoted the decrease of the effective confining pressure in the layer, and it caused the surface failures in the hillside slopes.