Estimation of Quality of Gravel Backing Rolling-compacting with Plate-loading Tests and Its Application to Construction of Nuclear Power Station

Jian Chanwei; Liu Shaojun; Maouan; Chen Shouyi

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Estimation of Quality of Gravel Backing Rolling-compacting with Plate-loading Tests and Its Application to Construction of Nuclear Power Station

更新时间：2026-06-25

- Estimation of Quality of Gravel Backing Rolling-compacting with Plate-loading Tests and Its Application to Construction of Nuclear Power Station
- Vol. 9, Issue 3, (1988)
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- Online First：23 July 2017，
  
  Published：1988
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Jian Chanwei, Liu Shaojun, Maouan, et al. Estimation of Quality of Gravel Backing Rolling-compacting with Plate-loading Tests and Its Application to Construction of Nuclear Power Station[J]. 1988, 9(3).
DOI：

Jian Chanwei, Liu Shaojun, Maouan, et al. Estimation of Quality of Gravel Backing Rolling-compacting with Plate-loading Tests and Its Application to Construction of Nuclear Power Station[J]. 1988, 9(3). DOI：

摘要

本文根据在广东核电站辅助性建筑地基回填压实的工程实践

探讨了毛石料的压实机理

介绍了用平板加载试验评价毛石料碾压质量的原理、方法和效果

同时提出了回填碾压的施工方法

以及影响压实效果的一些因素。本文所介绍的方法和经验

对国内高土石坝的施工有一定的参考意义。

Abstract

Based on the in-situ backfill rolling-compacting tests of the foundation of accessary buildings in Guangdong Nuclear Power Station

the mechanism of gravel backfill rolling-compaction is investigated. The principle

method and effects of estimation for the quality of gravel backfill rolling-compacting with plate-loading tests are described. A backfill rolling-compacting method is presented

and the factors influencing the quality of rolling-compacting are studied

which is useful and can be reference for the construction of high earth-rock fill dams.

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