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本文介绍了根据疏松沉积地基大型料场堆矿负荷和地基土质特性,采用挤密砂柱或砂井加固和地基预压团结,结合生产中作业控制,最终达到堆料要求的成功设计。
This article describes the successful design of the stacking material requirements based on loosely-deposited ground large-scale stockpiling and mine load and foundation soil properties, compaction sand column or sand well reinforcement and foundation pre-compression unity, combined with production control in production.