海底沉积物工程力学性质原位测量方法

季福东, 贾永刚, 刘晓磊, 郭磊, 张民生, 单红仙. 海底沉积物工程力学性质原位测量方法[J]. 海洋地质与第四纪地质, 2016, 36(3): 191-200. doi: 10.16562/j.cnki.0256-1492.2016.03.019
引用本文: 季福东, 贾永刚, 刘晓磊, 郭磊, 张民生, 单红仙. 海底沉积物工程力学性质原位测量方法[J]. 海洋地质与第四纪地质, 2016, 36(3): 191-200. doi: 10.16562/j.cnki.0256-1492.2016.03.019
JI Fudong, JIA Yonggang, LIU Xiaolei, GUO Lei, ZHANG Minsheng, SHAN Hongxian. IN SITU MEASUREMENT OF THE ENGINEERING MECHANICAL PROPERTIES OF SEAFLOOR SEDIMENT[J]. Marine Geology & Quaternary Geology, 2016, 36(3): 191-200. doi: 10.16562/j.cnki.0256-1492.2016.03.019
Citation: JI Fudong, JIA Yonggang, LIU Xiaolei, GUO Lei, ZHANG Minsheng, SHAN Hongxian. IN SITU MEASUREMENT OF THE ENGINEERING MECHANICAL PROPERTIES OF SEAFLOOR SEDIMENT[J]. Marine Geology & Quaternary Geology, 2016, 36(3): 191-200. doi: 10.16562/j.cnki.0256-1492.2016.03.019

海底沉积物工程力学性质原位测量方法

  • 基金项目:

    国家自然科学基金项目(41427803,41372287,41402253)

详细信息
    作者简介: 季福东(1990-),男,硕士,从事海底沉积物性质测量方法的研究工作,E-mail:jifudong@126.com
  • 中图分类号: P736.21

IN SITU MEASUREMENT OF THE ENGINEERING MECHANICAL PROPERTIES OF SEAFLOOR SEDIMENT

  • 随着海洋设施的开发和海底沉积物的调查,了解海底土体的工程力学性质成为必不可少的研究内容。海底沉积物工程力学性质原位测量方法,具有测试快捷,测量精度高,测试结果更加接近真实环境的特点,其应用前景日益广阔。系统介绍了海底沉积物的工程力学性质指标,原位测试的特点,分析了国际上目前主要测量方法的进展情况,包括海底静力触探、海底动力贯入仪、消耗式海底贯入仪、全流动贯入仪、扁铲侧胀等,希望能对我国海底沉积物工程力学性质原位测量技术的发展提供参考。
  • 加载中
  • [1]

    Stoll R D, Sun Y, Bitte I. Seafloor properties from penetrometer tests[J]. IEEE Journal of Oceanic Engineering, 2007, 32(1):57-63.

    [2]

    Wheatcroft R A, Stevens A W, Johnson R V. In situ time-series measurements of subseafloor sediment properties[J]. IEEE Journal of Oceanic Engineering, 2007, 32(4):862-871.

    [3]

    徐刚,刘健,温春,等. 南黄海西部陆架区表层沉积特征与物源分析[J]. 海洋地质与第四纪地质, 2010,30(4):49-56.

    [XU Gang, LIU Jian, WEN Chun,et al. Sediment characteristic and provenance of surficial sediment in the west South Yellow Sea[J]. Marine Geology and Quatermary Geology, 2010,30(4):49-56.]

    [4]

    潘天有. 土的物理力学与工程特性指标分析[J]. 水利与建筑工程学报,2011,9(5):87-90.

    [PAN Tianyou. Analysis for physical and mechanical indexes and engineering characteristical indexes of soil[J]. Journal of Water Resources and Architectural Engineering,2011,9(5):87-90.]

    [5]

    Endler M, Endler R, Bobertz B, et al. Linkage between acoustic parameters and seabed sediment properties in the south-western Baltic Sea[J].Geo-Marine Letters, 2015, 35(2):145-160.

    [6]

    丁忠军. 海底沉积物电阻率原位探测技术及应用研究[D]. 中国海洋大学, 2013.[DING Zhongjun. Seabed sediment resistivity in situ measurement technology and application research[D]. Ocean University of China, 2013.]

    [7]

    宋召军,张志珣,黄海军. 南黄海西部海域高分辨率声学地层及其沉积环境[J]. 海洋地质与第四纪地质, 2005, 25(1):33-40.

    [SONG Zhaojun, ZHANG Zhixun, HUANG Haijun. Characteristics and depositional setting of the high resolution shallow seismic profile in the south Yellow Sea[J]. Marine Geology and Quatemary Geology, 2005, 25(1):33-40.]

    [8]

    阚光明,苏元峰,李官保,等. 南黄海中部海底沉积物原位声速与物理性质相关关系[J]. 海洋学报,2013,35(3):166-171.

    [KAN Guangming, SU Yuanfeng, LI Guanbao, et al. Correlation between in situ sound speeds and physical parameters of sea-floor sediments in the middle area of the southen Yellow Sea[J]. Acta Oceanologica Sinica, 2013,35(3):166-171.]

    [9]

    刘晓磊,单红仙,贾永刚,等.电阻率法监测黄河口海床沉积物固结过程现场试验研究[J]. 海洋与湖沼, 2012,43(2):224-229.

    [LIU Xiaolei, SHAN HongXian, JIA Yonggang, et al. In-situ monitoring of the seabed sediments consolidation process in the Yellow River estuary by electrical resistivity method[J]. Oceanologia et Limnologia Sinica, 2012,43(2):224-229.]

    [10]

    单红仙,刘晓磊,贾永刚,等. 黄河口沉积物固结过程电阻率监测研究[J]. 岩土工程学报, 2010,32(10):1524-1529.

    [SHAN Hongxian, LIU Xiaolei, JIA Yonggang, et al. Monitoring of resistivity of sediment during consolidation process in Yellow River mouth[J]. Journal of Geotechnical Engineering,2010,32(10):1524-1529.]

    [11]

    郭秀军,刘涛,贾永刚,等. 土的工程力学性质与其电阻率关系实验研究[J]. 地球物理学进展, 2003,18(1):151-155.

    [GUO Xiujun, LIU Tao, JIA Yonggang. et al. The study of the relationship between engineering mechanical properties and resistivity of soils[J]. Progress in Geophysics, 2003,18(1):151-155.]

    [12]

    李萍,李培英,刘乐军,等.南黄海油气资源区海底沉积物的工程地质特征[J]. 海洋地质与第四纪地质, 2001,21(3):37-41.

    [LI Ping, LI Peiying, LIU Lejun, et al. Geotechnical properties of sediment s in oil resource area in South Yellow Sea[J]. Marine Geology and Quatemary Geology,2001,21(3):37-41.]

    [13]

    Wheatcroft R A, Stevens A W, Johnson R V. In situ time-series measurements of subseafloor sediment properties[J]. IEEE Journal of Oceanic Engineering,2007, 32(4):862-871.

    [14]

    金畅,何春茂,何连生. 岩土原位测试及现场监测技术[J].沈阳建筑大学学报:自然科学版,2010,26(4):690-694.

    [JIN Chang,HE Chunmao,HE Liansheng. On rock-soil in-situ test and on-site monitoring technology[J]. Journal of Shenyang Jianzhu University (Natural Science), 2010, 26(4):690-694.]

    [15]

    Mcgee R G, Ogushwitz P, Boughner J A. Calculation of the engineering properties of marine sediments from acoustic reflection data using Biot theory[C]. Seattle, WA:1999(1):131-133.

    [16]

    Du D, Chen Y. Investigation of the relationship between seafloor echo strength and sediment type-a case study in Jiaozgou Bay, China[J]. Geo-Marine Letters,2007, 27(5):339-344.

    [17]

    Andren E, Andrén T, Sohlenius G. The Holocene history of the southwestern Baltic Sea as reflected in a sediment core from the Bornholm Basin[J]. Boreas,2000, 29(3):233-250.

    [18]

    Stoll R D. Measuring sea bed properties using static and dynamic penetrometers[C]. ASCE, 2004:386-395.

    [19]

    Schock S G. A method for estimating the physical and acoustic properties of the sea bed using chirp sonar data[J]. IEEE Journal of Oceanic Engineering, 2004, 29(4):1200-1217.

    [20]

    曹文庆. 基于静力触探的土层分类划分方法综述[J]. 中国水运, 2012,12(6):232-233.

    [CAO Wenqing. Review of soil classification method based on the static cone penetration test[J]. China Water Transport,2012,12(6):232-233.]

    [21]

    Lunne T. The Fourth James K. Mitchell Lecture:The CPT in offshore soil investigations-a historic perspective[M]. 2012,7(2):75-101.

    [22]

    Stoll R D, Sun Y. Using penetrometers to measure sea bed properties[R]. DTIC Document, 2005.

    [23]

    陈培雄,刘奎,吕小飞,等. 静力触探技术在东海陆架工程勘察中的应用研究[J]. 海洋学研究,2011,29(4):71-76.

    [CHEN Peixiong, LIU Kui, LV Xiaofei, et al. Application of CPT in engeineering sur-ver of East China Sea continental shelf[J].Journal of Marine Sciences, 2011,29(4):71-76.]

    [24]

    Zuidberg H M. Use of static cone penetrometer testing in the North Sea[C]. 1974:433-436.

    [25]

    Zuidberg H M. Seacalf:A submersible cone penetrometer rig[J]. Marine Georesources and Geotechnology, 1975,1(1):15-32.

    [26]

    Biani D D, Zuidberg B, Dymanus A. Generation of continuously tunable laser sidebands in the submillimeter region[J]. Applied Physics Letters, 1978, 32(6):367-369.

    [27]

    Vermeiden J. The diving bell[J]. Delft Soil Mechanics, Laboratory, Proc. 1977.

    [28]

    李春,莫杰. 静力触探稳定装置在浅海工程地质调查中的应用[J]. 海洋技术, 1995,14(4):101-102.

    [LI Chun, MO Jie. Application of static sounding in engineering geological survey stabilizing device in shallow water[J]. Ocean Technology.1995,14(4):101-102.]

    [29]

    [30]

    Chu Y, Cai G, Liu S. Study on liquefaction estimation method based on state parameters of CPTU in situ measurement[M]. 2014:905-910.

    [31]

    蒋衍洋. 海上静力触探测试方法研究及工程应用[D]. 天津大学, 2012.[JIANG Yanyang. The study of cone penetration testing methods and the application in offshore engineering[D]. Tianjin University,2012.]

    [32]

    Houlsby G T, Withers N J. Analysis of the cone pressuremeter test in clay[J]. Geotechnique, 1988, 38(4):575-587.

    [33]

    陆凤慈,曲延大,廖明辉.海上静力触探(CPT)测试技术的发展现状和应用[J]. 海洋技术, 2004,23(4):32-36.

    [LU Fengci, QU Yanda, LIAO Minghui. The development status and applications of in situ cone penetration test technology[J]. Ocean Technology,2004,23(4):32-36.]

    [34]

    刘晓磊,贾永刚,郑杰文,等.一种新型静力触探系统在滩浅海工程地质勘查中的应用[Z].中国山西太原:2014(S1):73.[LIU Xiaolei, JIA Yonggang, ZHENG Jiewen, et al. Application of a new cone penetration test system in beach and shallow-sea engineering geological Investigation. The Engineering Geology Conference,2014[Z]. Shanxi Taiyuan in China:2014

    (S1):73.]

    [35]

    陈奇,石要红,潘毅,等.基于Downhole工艺的海底静力触探及其设备研制[J]. 海洋工程, 2007,25(4):73-76.

    [CHEN Qi,SHI Yaohong, PAN Yi, et al. Downhole technology for submarine CPT and its equipment development[J]. The Ocean Engineering,2007,25(4):73-76.]

    [36]

    Sacchetto M, Trevisan A, Elmgren K, et al. CPTWD (cone penetration test while drilling) a new method for deep geotechnical surveys[M]. Vianadafonsea A, Mayne P W, 2004:787-794.

    [37]

    Beard R M. A penetrometer for deep ocean seafloor exploration[C]. Boston, MA:1981:668-673.

    [38]

    Stark N, Kopf A. Detection and quantification of sediment remobilization processes using a dynamic penetrometer[J]. Oceans, 2011:1-9.

    [39]

    Steiner A, Kopf A J, L'Heureux J, et al. In situ dynamic piezocone penetrometer tests in natural clayey soils-a reappraisal of strain-rate corrections[J]. Canadian Geotechnical Journal,2014, 51(3):272-288.

    [40]

    Seifert A, Stegmann S, Moerz T, et al. In situ pore-pressure evolution during dynamic CPT measurements in soft sediments of the western Baltic Sea[J]. Geomarine Letters, 2008, 28(4):213-227.

    [41]

    Steiner A, L'Heureux J, Kopf A, et al. An in-situ free-fall piezocone penetrometer for characterizing soft and sensitive clays at Finneidfjord (Northern Norway)[Z]. 2012:31, 99-109.

    [42]

    Stark N, Wilkens R, Ernstsen V B, et al. Geotechnical properties of sandy seafloors and the consequences for dynamic penetrometer interpretations:quartz sand versus carbonate sand[J]. Geotechnical and Geological Engineering,2012, 30(1):1-14.

    [43]

    Grynagier A, Ziegler T, Fichter W. Identification of dynamic parameters for a one-axis drag-free gradiometer[J]. Aerospace and Electronic Systems, IEEE Transactions on, 2013, 49(1):341-355.

    [44]

    Dayal U. Recent trends in underwater in-situ soil testing[J]. IEEE Journal of Oceanic Engineering,1978, 3(4):176-186.

    [45]

    Denness B, Nunn C. A device to facilitate the sampling and in situ testing of sediments[M]. Seabed Mechanics, Springer Netherlands, 1984:87-93.

    [46]

    Stark N, Coco G, Bryan K R, et al. In-situ gotechnical characterization of mixed grainsize bedforms using a dynamic penetrometer[M]. 2012:540-544.

    [47]

    Chari T R, Smith W G, Chaudhuri S N. Development of the free-fall penetrometer[C]. Boston, MA:1981:678-682.

    [48]

    Dayal U, Allen J H. Instrumented impact cone penetrometer[J]. Canadian Geotechnical Journal,1973, 10(3):397-409.

    [49]

    Dayal U, Allen J H. The effect of penetration rate on the strength of remolded clay and sand samples[J]. Canadian Geotechnical Journal, 1975, 12(3):336-348.

    [50]

    Poeckert R H, Preston J M, Miller T L, et al. A comparison of seabed penetrometers[C]. 1996:459-470.

    [51]

    Stoll R D, Sun Y. Using penetrometers to measure sea bed properties[R]. DTIC Document, 2005.

    [52]

    Lykousis V, Sakellariou D, Locat J. Submarine mass movements and their consequences:3rd international symposium[M]. Springer Science and Business Media, 2007.

    [53]

    Stephan S, Kaul N, Stark N, et al. LIRmeter:a new tool for rapid assessment of sea floor parameters. Bridging the gap between free-fall instruments and frame-based CPT[C]. Waikoloa, HI:2011:1-10.

    [54]

    Stephan S, Kaul N, Villinger H. The Lance Insertion Retardation meter (LIRmeter):an instrument for in situ determination of sea floor properties-technical description and performance evaluation[J]. Marine Geophysical Research, 2012, 33(3):209-221.

    [55]

    Akal T, Stoll R D. An expendable penetrometer for rapid assessment of seafloor parameters[C]. San Diego, CA:1995,3:1822-1826.

    [56]

    Aubeny C P, Shi H. Interpretation of impact penetration measurements in soft clays[J]. Journal of Geotechnical and Geoenvironmental Engineeering,2006, 132(6):770-777.

    [57]

    Spooner I S, Williams P, Martin K. Construction and use of an inexpensive, lightweight free-fall penetrometer:applications to paleolimnological research[J]. Journal of Paleolimnology,2004, 32(3):305-310.

    [58]

    Dejong J T, Yafrate N J, Degroot D J. Evaluation of undrained shear strength using full-flow penetrometers[J]. Journal of Geotechnical and Geoenvironmental Engineeering, 2011, 137(1):14-26.

    [59]

    Stewart D P, Randolph M F. A new site investigation tool for the centrifuge[C]. 1991, 91:531-538.

    [60]

    Dejong J T, Yafrate N J, Degroot D J, et al. Evaluation of the undrained shear strength profile in soft layered clay using full-flow probes[J]. Proceeding 2nd International Conference on Geotechnical and Geophysical Site Characterization[C]. Porto, Rotterdam, 2004:679-686.

    [61]

    White D J, Gaudin C, Boylan N, et al. Interpretation of T-bar penetrometer tests at shallow embedment and in very soft soils[J]. Canadian Geotechnical Journal, 2010, 47(2):218-229.

    [62]

    Boylan N, Long M, Mathijssen F. In situ strength characterisation of peat and organic soil using full-flow penetrometers[J]. Canadian Geotechnical Journal, 2011, 48(7):1085-1099.

    [63]

    Cui Z. Bearing capacity of single pile and in-flight T-bar penetration for centrifuge modeling of land subsidence caused by the interaction of high-rise buildings[J]. Bulletin of Engineering Geology and the Environment,2012, 71(3):579-586.

    [64]

    杨超,汪稔,傅志斌,等. 扁铲侧胀试验在滨海沉积软土中的应用[J]. 水文地质工程地质, 2010,37(2):79-82.

    [YANG Chao, WANG Ren, FU Zhibin, et al.Application of flat dilatometer test in littoral deposit soft soil[J]. Hydrogeology and Engineering Geology, 2010,37(2):79-82.]

    [65]

    Ricceri G, Simonini P, Cola S. Applicability of piezocone and dilatometer to characterize the soils of the Venice Lagoon[J]. Geotechnical and Geological Engineering, 2002, 20(2):89-121.

    [66]

    Di Prisco C, Wood D M, Randolph M F. Evaluation of the remoulded shear strength of offshore clays and application to pipeline-soil and riser-soil interaction[M]. Mechanical Behaviour of Soils Under Environmentally Induced Cyclic Loads, Springer Vienna, 2012:529-573.

    [67]

    周道青. 扁铲侧胀试验以及其它原位测试的对比应用研究[D]. 南京工业大学, 2005.[ZHOU Daoqing. Comparison of analysis and application between Flat[D]. Nanjing University of Technology,2005.]

    [68]

    Zhi B, Yang Z. Application of flat dilatometer test to evaluation of loess foundation[C]. Kunming:2010, 2:136-138.

    [69]

    Arulrajah A, Nikraz H, Bo M W. In situ pore water pressure dissipation testing of marine clay under reclamation fills[J]. Geotechnical and Geological Engineering, 2006, 24(1):29-43.

  • 加载中
计量
  • 文章访问数:  1557
  • PDF下载数:  3
  • 施引文献:  0
出版历程
收稿日期:  2015-06-03
修回日期:  2015-12-31

目录