The laterally loaded piles and its behavior is the governing parameter of the soil present at the closeness of the pile. Highly compressible clays are always prone to long-term settlement (Consolidation), subsequent failures, essentially to be stabilized before commencing any type of construction activities. An innovative solution adding pond ash, will be adopted to stabilize this problematic soil. The pond ashes have been used as a replacement to collapsible soils because of its quick gaining of strength. The coal used in power plant and its types decide the properties of pond ash. Pond ash, which is having high content of silica, has potential to improve the engineering behaviour of soil. The efforts have been taken by many researchers to understand the behavior of laterally loaded piles in a Soft Clay which stabilized with pond ash compaction pile. These pond ash compaction piles having advantage of considerably cheaper when compared to other similar ground improvement techniques. The reported work is mainly for the pile embedded in uniform clay layer subjected to lateral load. Experimental results showed that the lateral load capacity of pile is directly proportional with spacing of compaction pile from the pile group.
Behavior of laterally loaded pile group in clay with stabilized pond ash compaction pile
5TH INTERNATIONAL CONFERENCE ON INNOVATIVE DESIGN, ANALYSIS & DEVELOPMENT PRACTICES IN AEROSPACE & AUTOMOTIVE ENGINEERING: I-DAD’22 ; 2022 ; Chennai, India
AIP Conference Proceedings ; 2766 , 1
2023-06-07
6 pages
Conference paper
Electronic Resource
English
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