Structure for compressing ultra wide embankment filling

The utility model discloses a structure for compressing ultra wide embankment filling to realize the excavation and reutilization of an ultra wide compressed filling body of the embankment filling and ensure that the compression effect of an inside embankment filling body is not influenced. The stru...

Ausführliche Beschreibung

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Bibliographische Detailangaben
Hauptverfasser:	ZHAO QINGHAI, ZENG YONGHONG, LI ANHONG, LIU YANG, GONG JIANHUI, GE XUEJUN, LI NING, YAO YUCHUN, LI JINGYUAN, YUAN BIYU, TANG DIJIA, WU PEIPEI, GUO ZAIXU, PANG YINGGANG, DENG MIN
Format:	Patent
Sprache:	chi ; eng
Schlagworte:	CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, ORTHE LIKE EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES
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Beschreibung
Zusammenfassung:	The utility model discloses a structure for compressing ultra wide embankment filling to realize the excavation and reutilization of an ultra wide compressed filling body of the embankment filling and ensure that the compression effect of an inside embankment filling body is not influenced. The structure comprises an embankment filling body which is compressed on a rock-soil body of a foundation by layers, and an ultra wide filling body arranged on the outer side of a slope of the embankment filling body, wherein the ultra wide filling body and the embankment filling body are simultaneously compressed by layers; non-woven permeable geotextiles are paved inside the embankment filling body and close to the slope by layers; each layer of non-woven permeable geotextile is upwards wrapped in the embankment filling body according to the slope rate of the slope surface of the embankment filling body.