[OS-32] Field and laboratory testing 2

[OS-32-02] Experimentally comparison of shaking table and pseudo-static parameters of polymeric-strip reinforced-soil walls

*Ali Komak Panah^1,2, Mohammad Saeed Ramezani¹ (1. Tarbiat Modares University, 2. Member of the board of Iranian Earthquake Engineering Association)

Keywords:pseudo-static method, shaking table test, reinforced earth retaining wall, polymeric strip, rock slope