在山区发电工程建设工程中，许多项目涉及到碎石回填土的边坡和地基问题。
In power project construction in mountainous areas, many are concerned of gravel backfill soil slopes and treatments.
介绍了采用10%水泥碎石稳定集料挤密桩加固已施工结束的台背回填土体的挤密原理、设计方案、施工要求及质量控制。
The compaction principle, design scheme, construction demand and quality control of bridge abutment backfill reinforcement using compaction piles that are stabilized with10%cement are introduced.
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