首页> 外文会议>Offshore Technology Conference(OTC 08): Waves of Change >Detailed Geotechnical Investigation Around In-Place Mat Foundation Including T-Bar and Cpt Comparisons
【24h】

Detailed Geotechnical Investigation Around In-Place Mat Foundation Including T-Bar and Cpt Comparisons

机译:就地垫基础周围的详细岩土勘测,包括T型杆和Cpt比较

获取原文

摘要

The Maleo Producer is a converted Bethlehem JU250 mat-supported jack-up unit, which was installed m July 2006, on a soft, normally consolidated clay foundation some 40 km (25 mi) south east of Madura Island and approximately 25 km (16 mi) south of Puteran Island, offshore Indonesia. The unit was connected to a wellhead platform, and gas production began in late 2006. An initial site investigation performed in 2003 indicated that the undisturbed soil conditions consisted of a soft normally consolidated clay profile, with an undrained shear strength of 2 kPa (40 psf) at the mudline, linearly increasing with depth at a rate of 1.22 kPa/m (7.83 psf/ft) down to a depth of around 14 m (46 ft), below which a slightly stronger clay was encountered. The issue of on-bottom stability of the unit and its resistance to overturning were questioned by the classification society (ABS) as part of the reclassification of the rig. The behavior of the foundation under extreme storm loads and seismic events could be more reliably predicted by the designer, and more readily accepted by ABS, if new soil data were available. Two types of soil data were required 1) soil data for foundation design and re-analysis under and around the mat and 2) soil data for seismic analysis of the installation. This paper describes the extensive site characterization undertaken to prove the stability of the Maleo Producer facility during both the design storm and seismic events.
机译:Maleo Producer是由伯利恒JU250垫子支撑的改装自升式装置,于2006年7月安装在马杜拉岛东南约40公里(25英里),约25公里(16英里)的软质,通常固结的粘土地基上。 )印尼近海普特兰岛(Puteran Island)南部。该装置连接到井口平台,天然气生产于2006年底开始。2003年进行的初步现场调查表明,原状土壤条件包括正常固结的软粘土剖面,不排水剪切强度为2 kPa(40 psf)。 )在泥线处,随着深度以1.22 kPa / m(7.83 psf / ft)的速率线性增加,直至大约14 m(46 ft)的深度,在此之下遇到了稍强的粘土。作为钻机重新分类的一部分,船级社(ABS)质疑该装置的底部稳定性及其抗倾覆性的问题。如果可获得新的土壤数据,设计人员可以更可靠地预测基础在极端暴风雨荷载和地震事件下的行为,也更容易被ABS接受。需要两种类型的土壤数据:1)用于基础设计以及在垫子下方和周围进行重新分析的土壤数据,以及2)用于设备地震分析的土壤数据。本文描述了为证明Maleo Producer工厂在设计暴风雨和地震事件期间的稳定性而进行的广泛现场表征。

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