FIELD BEHAVIOR OF A GEOGRID-REINFORCED SLOPE

被引：7
作者：
ALI, FH
机构：
[1] Department of Civil Engineering, University of Malaya
来源：
GEOTEXTILES AND GEOMEMBRANES | 1993年 / 12卷 / 01期
关键词：
483.1 Soils and Soil Mechanics - 815.1 Polymeric Materials - 819.2 Synthetic Fibers - 943.2 Mechanical Variables Measurements;
D O I：
10.1016/0266-1144(93)90036-N
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
Geogrids are high-strength, orientated-polymer grid structures used to reinforce soils. This paper deals with the design, construction, and performance of the rehabilitation work for a 16-m high-slope failure in Malaysia. The rehabilitation scheme consisted of (i) a steep (70-degrees) reinforced-soil wall at the lower end, and (ii) an upper reinforced gentle slope. The reinforced-soil structure, which was 7 m high, was reinforced with geogrids. In order to examine the performance of the rehabilitation scheme in the field, instrumentation was provided to monitor forces in the reinforcements, horizontal and vertical movements, earth pressures, and pore water pressures.
引用
收藏
页码：53 / 72
页数：20
相关论文
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