首页> 外文会议>Ensuring Reservoir Safety into the Future >The Staged Construction of Imang Dam
【24h】

The Staged Construction of Imang Dam

机译:伊曼水坝的分期建设

获取原文
获取原文并翻译 | 示例

摘要

Imang Dam and reservoir was constructed between 1995 and 1997 for irrigation purposes and is located on the Sg Imang in the Brunei-Muara District of Brunei Darussalam. The dam has a maximum height of about 10m, length of 420m and contains a reservoir of 10Mm~3, which is supported by a 14km secondary rainforest catchment. The scheme was originally designed to serve local irrigation requirements of about 700 ha of double cropped rice.rnA major feature of the design of the embankment dam was the soft clay foundation and wide stability berms. The dam was originally designed to be constructed in one stage following treatment of the foundation soils to accelerate consolidation settlement and increase shear strength. However, the foundation materials did not gain sufficient strength during construction to allow the embankment to be constructed to its full height and interim measures were implemented to allow first filling and operation of the reservoir. Following a period of foundation consolidation settlement and strength gain, the embankment crest was raised to its full height in 2006. This paper describes the design and staged construction of Imang Dam.
机译:伊曼水坝和水库建于1995年至1997年之间,用于灌溉目的,位于文莱达鲁萨兰国的文莱-穆阿拉区的伊曼格河上。该水坝的最大高度约为10m,长度为420m,并包含一个10Mm〜3的水库,该水库由14公里的二级雨林集水区支撑。该方案最初旨在满足大约700公顷的双季稻的当地灌溉需求。rn堤坝设计的主要特点是软土基础和宽稳定的护堤。该坝最初设计为在处理基础土壤后分阶段进行,以加快固结沉降并增加抗剪强度。但是,基础材料在施工过程中没有获得足够的强度,无法使路堤完全建成,并且采取了临时措施以允许首次充填和运营水库。经过一段时间的基础固结沉降和强度增强后,路堤顶在2006年升至最大高度。本文介绍了伊曼大坝的设计和分期建设。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号