Improved effect of a new CPG involving expansion of the mortar improved body - the earth pressure and the K<sub>0</sub> value -

hiroshi okada

[22-11-3-02] Improved effect of a new CPG involving expansion of the mortar improved body - the earth pressure and the K₀ value -

*hiroshi okada¹, Shinji SASSA², HIRUKAWA Aishi³, Keita TAKADA⁴, Tadashi TAKAHASHI⁵ (1. Toko Geotech Corporation, 2. Port and Airport Research Institute, 3. Mirai Construction　CO., LTD., 4. FUKKEN CO., LTD., 5. ATON Civil Engineering&Technology,Inc.)

Keywords:static compaction, shaking test, Effect of liquefaction countermeasure

Abstract password authentication.
Password is required to view the abstract. Please enter a password to authenticate.

Presentation information

液状化対策③

[22-11-3-02] Improved effect of a new CPG involving expansion of the mortar improved body - the earth pressure and the K₀ value -

Password

Presentation information

液状化対策③

[22-11-3-02] Improved effect of a new CPG involving expansion of the mortar improved body - the earth pressure and the K0 value -

Password

[22-11-3-02] Improved effect of a new CPG involving expansion of the mortar improved body - the earth pressure and the K₀ value -