Considering that the granular backf

Considering that the granular backfill soil used at the site commonly
contains a serious amount of silt, Ling et al. (2012) performed
similar tests using an SM-SC sand with 43.3% fines content. GRS
walls with this backfill performed better than the previously tested
walls. Increasing the vertical reinforcement spacing to 0.8 m and
removal of interlocking between facing blocks did not lead to failure.
The good performance was attributed to apparent cohesion, which
depends on moisture content, and therefore, is advised to be excluded
from design. Lateral earth pressure decreased to nearly
negligible values at the end of shaking, indicating that the reinforcement
was unnecessary under static conditions. However,
tensile forces in reinforcement were mobilized during shaking

結果 (繁體中文) 1:

考慮顆粒回填土常用在網站包含大量嚴重的淤泥，嶺等人 （2012 年） 執行43.3%罰款內容使用 SM-SC 砂的類似測試。地球觀測衛星牆體的表現比先前測試此回填牆。增加到 0.8 m 的豎向鋼筋間距和面對塊之間的聯鎖切除並沒有導致失敗。良好的性能被歸因於明顯的凝聚力，這取決於水分含量，因此，應將被排除從設計。側向土壓力降至近在結束了搖晃，可以忽略不計值表明加固沒有必要在靜態條件下。然而，鋼筋拉伸力量出動，在劇烈晃動時

結果 (繁體中文) 2:

考慮到在現場使用的顆粒狀回填土一般
含有淤泥，凌等人的嚴重金額。（2012）進行
使用SM-SC砂43.3％細粒含量類似的測試。GRS
牆壁此回填的表現比以前更好的測試
牆壁。增大垂直鋼筋間距到0.8微米，
除去面向塊之間互鎖並未導致失敗的。
良好的性能歸因於表觀凝聚力，這
取決於水分含量，因此，是應被排除
從設計。側向土壓力降至近
於搖動的端部可忽略的值，表明該加強
是在靜態條件下不必要的。然而，
在鋼筋的拉力劇烈晃動時被調動起來