<p>This paper presents a case history of a distressed 6m to 10m high soil nailed slope formed for basement excavation at fill ground over a natural valley. Above the soil nailed slope, there is an existing 8m to 11m high reinforced soil wall, located 23m away ...

<p>Passive soil nailing technique has gained popularity for temporary and permanent slope strengthening works at both in-situ cut slopes of virtually any formations and also man-made filled slopes in Malaysia. However, there are still many misconception and ...

<p>This paper discusses the micropile classification, design concept, problems associated with the common installation methods, construction control and performance of theis piling system. Micropiles can be designed as soil frictional piles and rock socketed ...