Cement-stabilization of geosynthetic-reinforced backfill for integral bridge
نویسندگان
چکیده
منابع مشابه
Seismic Active Earth Pressure of Narrow Geosynthetic-Reinforced Backfill on Rigid Facing
In the narrow geosynthetic-reinforced retaining walls a stable rear wall exists in a short distance and so there is no enough space to extend appropriate length of reinforcements. In this case, the probability of overturning of retaining wall increases especially when subjected to earthquake loading. To increase the stability of the wall, reinforcements may be connected to the stable rear surfa...
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ژورنال
عنوان ژورنال: Jioshinsetikkusu Rombunshu (Geosynthetics Engineering Journal)
سال: 2008
ISSN: 1344-6193,1883-146X
DOI: 10.5030/jcigsjournal.23.161