Citation: | LI Yanlong, CHEN Qiang, HU Gaowei, MA Tinglei, WU Nengyou, LIU Changling. Distribution of horizontal permeability coefficient of the cover layer of HBS at Site W18/19 of Shenhu area[J]. Marine Geology & Quaternary Geology, 2019, 39(2): 157-163. DOI: 10.16562/j.cnki.0256-1492.2017080103 |
[1] |
Wu Nengyou, Zhang Haiqi, Yang Shengxiong, et al. Gas hydrate system of Shenhu area, northern South China Sea: Geochemical results [J]. Journal of Geological Research, 2011, 10: 1687-8833.
|
[2] |
龚跃华, 张光学, 郭依群, 等.南海北部神狐西南海域天然气水合物成矿远景[J].海洋地质与第四纪地质, 2013, 33(2): 97-104. http://hydz.chinajournal.net.cn/WKD/WebPublication/paperDigest.aspx?paperID=b58780ab-1d0d-4a82-9c9c-29518bb203d0
GONG Yuehua, ZHANG Guangxue, GUO Yiqun, et al. Prospect of gas hydrate resource in the area to southwest Shenhu of northern South China Sea [J]. Marine Geology & Quaternary Geology, 2013, 33(2): 97-104. http://hydz.chinajournal.net.cn/WKD/WebPublication/paperDigest.aspx?paperID=b58780ab-1d0d-4a82-9c9c-29518bb203d0
|
[3] |
Li J F, Ye J L, Qin X W, et al. The first offshore natural gas hydrate production test in South China Sea[J]. China Geology, 2018, 1: 5-16. doi: 10.31035/cg2018003
|
[4] | |
[5] |
苏明, 沙志彬, 乔少华, 等.南海北部神狐海域天然气水合物钻探区第四纪以来的沉积演化特征[J].地球物理学报, 2015, 58(8):2975-2985. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=dqwlxb201508030
SU Ming, SHA Zhibin, QIAO Shaohua, et al. Sedimentary evolution since Quaternary in the Shenhu hydrate drilling area, northern South China Sea [J]. Chinses Journal of Geophysics, 2015, 58(8):2975-2985. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=dqwlxb201508030
|
[6] |
陈芳, 周洋, 苏新, 等.南海神狐海域含水合物层底栖有孔虫群落结构与同位素组成[J].海洋地质与第四纪地质, 2010, 30(2): 1-8. http://hydz.chinajournal.net.cn/WKD/WebPublication/paperDigest.aspx?paperID=1b656c0f-3b6c-4f07-acd5-b8ec0b6ae4a3
CHEN Fang, ZHOU Yang, SU Xin, et al. Benthic foraminifera and stable isotopic composition of gas hydrate-bearing sediments from Shenhu area in the northern South China Sea[J]. Marine Geology & Quaternary Geology, 2010, 30(2): 1-8. http://hydz.chinajournal.net.cn/WKD/WebPublication/paperDigest.aspx?paperID=1b656c0f-3b6c-4f07-acd5-b8ec0b6ae4a3
|
[7] |
高红艳, 钟广法, 梁金强, 等.应用改进的Biot-Gassmann模型估算天然气水合物的饱和度[J].海洋地质与第四纪地质, 2012, 32(4): 83-89. http://hydz.chinajournal.net.cn/WKD/WebPublication/paperDigest.aspx?paperID=40c7b358-da8c-429a-aa12-c4e520124394
GAO Hongyan, ZHONG Guangfa, LIANG Jinqiang, et al. Estimation of gas hydrate saturation with modified Biot-Gassmann theory: A case from northern South China Sea [J]. Marine Geology & Quaternary Geology, 2012, 32(4): 83-89. http://hydz.chinajournal.net.cn/WKD/WebPublication/paperDigest.aspx?paperID=40c7b358-da8c-429a-aa12-c4e520124394
|
[8] |
Bergado D T, Asakami H, Alfaro M C, et al. Smear effects of vertical drains on soft Bangkok clay[J]. Journal of Geotechnical Engineering, 1991, 117(10):1509-1530. doi: 10.1061/(ASCE)0733-9410(1991)117:10(1509)
|
[9] |
Takai A, Inui T, Katsumi T. Evaluating the hydraulic barrier performance of soil-bentonite cutoff walls using the piezocone penetration test[J]. Soils & Foundations, 2016, 56(2):277-290. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=2b22be8b80ac212c7813eedc060d4404
|
[10] |
Indraratna B, Rujikiatkamjorn C, Sathananthan I. Radial consolidation of clay using compressibility indices and varying. [J]. Canadian Geotechnical Journal, 2005, 42(5): 1330-1341. doi: 10.1139/t05-052
|
[11] |
Robertson P K. Estimating in-situ soil permeability from CPT & CPTU[C]// Proceedings of the 2nd International Symposium on Cone Penetration Testing (CPT′10). Huntington Beach, California, May, 2010: 535-542.
|
[12] |
Chai J C, Agung P M A, Hino T, et al. Estimating hydraulic conductivity from piezocone soundings [J]. Géotechnique, 2011, 61(8): 699-708 doi: 10.1680/geot.10.P.009
|
[13] |
Ansari Y, Merifield R, Sheng D. A piezocone dissipation test interpretation method for hydraulic conductivity of soft clays[J]. Soils & Foundations, 2014, 54(6):1104-1116. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=b566c9ab7ed26230c5799651c8a531ad
|
[14] |
Elsworth. Analysis of piezocone data using dislocation based methods[J]. Journal of Geotechnical Engineering, 1993, 119(10): 1601-1623. doi: 10.1061/(ASCE)0733-9410(1993)119:10(1601)
|
[15] |
邹海峰, 蔡国军, 刘松玉.基于位错理论的饱和土渗流特性CPTU评价研究[J].岩土工程学报, 2014, 36(3):519-528. http://d.old.wanfangdata.com.cn/Periodical/ytgcxb201403015
ZOU Haifeng, CAI Guojun, LIU Songyu. Evaluation of coefficient of permeability of saturated soils based on CPTU dislocation theory [J]. Chinese Journal of Geotechnical Engineering, 2014, 36(3):519-528. http://d.old.wanfangdata.com.cn/Periodical/ytgcxb201403015
|
[16] |
Shen S L, Wang J P, Wu H N, et al. Evaluation of hydraulic conductivity for both marine and deltaic deposits based on piezocone testing[J]. Ocean Engineering, 2015, 110:174-182. doi: 10.1016/j.oceaneng.2015.10.011
|
[17] |
Elsworth D, LeeD S.Permeability determination from on-the fly piezocone sounding [J]. Journal of Geotechnical and Geo-environmental Engineering, 2005, 131 (5): 643-653. doi: 10.1061/(ASCE)1090-0241(2005)131:5(643)
|
[18] |
Elsworth D, Lee D S. Limits in determining permeability from on-the-fly UCPT Sounding [J]. Géotechnique, 2007, 57(8): 769-685. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=f8fdb8a0280082c9429bb9e6962eea3a
|
[19] |
王君鹏, 沈水龙.基于孔压静力触探确定土体的渗透系数[J].岩土力学, 2013, 34(11): 3335-3339. http://d.old.wanfangdata.com.cn/Periodical/ytlx201311045
WANG Junpeng, SHEN Shuilong. Determination of permeability coefficient of soil based on CPTU [J]. Rock and Soil Mechanics, 2013, 34(11): 3335-3339. http://d.old.wanfangdata.com.cn/Periodical/ytlx201311045
|
[20] |
Wang J P, XU Y S, Ma L, et al. An approach to evaluate hydraulic conductivity of soil based on CPTU test [J].Marine Georesources and Geotechnology, 2013, 31(3): 242-253. doi: 10.1080/1064119X.2012.676154
|
[21] |
李镜培, 李险峰, 张亚国. CPTU确定饱和土体水平渗透系数的改进方法[J].哈尔滨工业大学学报, 2016, 48(8):185-188. http://d.old.wanfangdata.com.cn/Periodical/hebgydxxb201608031
LI Jingpei, LI Xianfeng, ZHANG Yaguo. A modified approach to determine horizontal permeability coefficient of saturated soils based on CPTU [J]. Journal of Harbin Institute of Technology, 2016, 48(8):185-188 http://d.old.wanfangdata.com.cn/Periodical/hebgydxxb201608031
|
[22] |
Elsworth LEE D S. Limits in determining permeability from on-the-fly uCPT Sounding [J].Géotechnique, 2007, 57(8): 769-685. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=f8fdb8a0280082c9429bb9e6962eea3a
|
[23] |
马淑芝, 汤艳春, 孟高头, 等.孔压静力触探测试机理、方法及工程应用[M].武汉:中国地质大学出版社, 2007.
MA Shuzhi, TANG Yanchun, MENG Gaotou, et al. Theory, Method and Application of Piezocone Penetration Test [M]. Wuhan: Press of China University of Geoscience, 2007.
|
[24] |
Koizumi Y, Ito K. Field tests with regard to pile driving and bearing capacity of piled foundations [J]. Soils and Foundations, 1967, 7(3): 30-53. doi: 10.3208/sandf1960.7.3_30
|