Parametric and comparative study between anchored, strutted and cantilever system for a secant pile wall retaining a soil during construction an under-ground water tank
Source abstract
Abstract
In the present study used numerical analysis to investigate the lateral displacement of secant pile walls and ground surface settlement problems for a case study. Three structural systems were modelled, analyzed, and designed to determine the best solution for each case: cantilever, anchored, and strutted secant pile wall (SPW). Field data from a case study were used to examine the lateral displacement and ground surface settlements of the strutted secant pile wall. Plaxis finite-element software was used to create a plane-strain numerical model. The findings of the numerous simulations performed are compared to field data, which shows very strong coherence.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Geotechnical Engineering and Soil Stabilization · Geotechnical Engineering and Soil Mechanics · Geotechnical Engineering and Underground Structures
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (39)
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