Abstract

Generally speaking, the structural design of civil engineering depends on the foundation reinforcement technology, such as the soil “reinforcement method” which can improve the tensile strength of the soil. Geosynthetic materials, sand well preloading and plastic drainage belts to promote soil drainage consolidation; “Dynamic compaction” and “vibration flushing”, etc. The development of computer technology provides a new way of thinking for structural design of civil engineering. The purpose of this paper is to study how to realize the combination of computer technology and foundation reinforcement technology in the structural design process of civil engineering.

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