琼东南盆地陵水17-2深水气田开发区表层沉积物类型及工程地质特性

朱友生, 王艳秋, 冯湘子, 王大伟, 王姝. 琼东南盆地陵水17-2深水气田开发区表层沉积物类型及工程地质特性[J]. 海洋地质与第四纪地质, 2022, 42(1): 45-56. doi: 10.16562/j.cnki.0256-1492.2020120601
引用本文: 朱友生, 王艳秋, 冯湘子, 王大伟, 王姝. 琼东南盆地陵水17-2深水气田开发区表层沉积物类型及工程地质特性[J]. 海洋地质与第四纪地质, 2022, 42(1): 45-56. doi: 10.16562/j.cnki.0256-1492.2020120601
ZHU Yousheng, WANG Yanqiu, FENG Xiangzi, WANG Dawei, WANG Shu. Surface sediments and their geotechnical characteristics in the development area of deepwater gas field LS17-2[J]. Marine Geology & Quaternary Geology, 2022, 42(1): 45-56. doi: 10.16562/j.cnki.0256-1492.2020120601
Citation: ZHU Yousheng, WANG Yanqiu, FENG Xiangzi, WANG Dawei, WANG Shu. Surface sediments and their geotechnical characteristics in the development area of deepwater gas field LS17-2[J]. Marine Geology & Quaternary Geology, 2022, 42(1): 45-56. doi: 10.16562/j.cnki.0256-1492.2020120601

琼东南盆地陵水17-2深水气田开发区表层沉积物类型及工程地质特性

  • 基金项目: 中海油田服务股份有限公司项目“土动力实验和分析技术研究”(E-23202009);海南省重点研发计划科技合作方向项目“南海海底滑坡-海啸灾害预测及评估技术开发”(ZDYF2020209);广东省重点领域研发计划项目“海底沉积物多参量原位环境监测设备研制及应用示范”(2020B1111020002)
详细信息
    作者简介: 朱友生(1982—),男,高级工程师,主要从事海洋工程勘察技术和海洋地质灾害方面的研究,E-mail:zhuysh2@cosl.com.cn
  • 中图分类号: P642

Surface sediments and their geotechnical characteristics in the development area of deepwater gas field LS17-2

  • 陵水17-2气田位于中国南海琼东南盆地,是中国海油自营勘探发现的第一个深水高产气田,探明储量规模超千亿立方米。在水深200~1600 m区域,采用工程调查船与自主式水下潜器调查结合的方式,进行地球物理资料采集、海底表层取样及钻探取样,并对多波束测深、后向散射强度、侧扫声呐、浅地层剖面、室内测试分析等数据进行综合分析,研究了海底表层沉积物类型、分布规律及工程地质特性。按照海底地形地貌特征,陵水17-2深水气田开发区可划分为陆架区、缓坡区和滑塌区;陆架区表层沉积物以黏土和粉质黏土为主,不同站位物理力学性质差异较大,局部夹砂层;缓坡区和滑塌区具有高含水率、低密度、高孔隙比、高液限、高可塑性、低强度等典型深水沉积特点。区域内海底泥面至泥面之下0.3 m,土质不排水抗剪强度为0~4 kPa,非常有利于海底电缆、海底管道、脐带缆的铺设。缓坡区浅层土质条件非常适合吸力式、防沉板及抓力锚施工,滑塌区浅层土质条件适合防沉板、抓力锚及打入桩基础施工。研究成果将对琼东南盆地深水油气田开发工程的设计和安装施工具有指导意义。

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  • 图 1  研究区域位置

    Figure 1. 

    图 2  研究区域三维光照图和取样站位

    Figure 2. 

    图 3  海底峡谷三维光照图

    Figure 3. 

    图 4  图2区域后向散射强度平面图及底质分区

    Figure 4. 

    图 5  陆架区后向散射强度图及其底质分类结果(图4中A区)

    Figure 5. 

    图 6  过海底洼地的浅地层剖面图(图4中L1)

    Figure 6. 

    图 7  过滑坡堆积物的浅地层剖面图(图4中L2)

    Figure 7. 

    图 8  滑塌区边缘的浅地层剖面记录中的浊流沉积(图4中L3)

    Figure 8. 

    图 9  浅地层剖面记录中的缓坡区、滑塌区过渡带(图4中L4)

    Figure 9. 

    图 10  海底底质详细分区(图4中C区)

    Figure 10. 

    图 11  陵水17-2深水气田开发区沉积物工程地质特性

    Figure 11. 

    表 1  陵水17-2深水气田开发区沉积物物理力学性质汇总

    Table 1.  A summary of physico-mechanic properties of sediments within LS17-2 deepwater gas field development area

    所在区域土质类型深度/m含水量/%容重/(kN/m3)碳酸盐含量/%中值粒径/mm液限/%塑性指数/%不排水抗剪强度/kPa
    陆架区
    (水深<250 m)
    黏土/粉质黏土0~5.030~7015.5~18.57~300.006~0.3230~6010~302~43
    缓坡区
    (水深<1000 m)
    黏土0~5.060~10614.0~16.515~200.005~0.0150~9022~552~9
    缓坡区
    (水深>1000 m)
    黏土0~1.0100~12013.5~14.517~290.008~0.00970~11040~701.5~7.5
    黏土1.0~5.0110~14013.0~14.010~180.005~0.00970~11030~704.0~15.0
    MTCs沉积区
    (水深>1000 m)
    黏土0~1.0100~12013.5~14.517~290.008~0.00970~11040~701.5~7.5
    1.0~5.060~11013.5~16.310~180.005~0.00950~9020~504.0~15.0
    浊流体系沉积区
    (水深>1000 m)
    黏土0~1.0100~12013.5~14.517~290.008~0.00970~11040~701.5~7.5
    1.0~5.070~14013.0~17.37~280.005~0.00970~11030~704.0~15.0
    下载: 导出CSV
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收稿日期:  2020-12-06
修回日期:  2021-03-23
刊出日期:  2022-02-28

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