Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 46 Issue 9
Turn off MathJax
Article Contents
Abstract
References
Related Articles
Supplements
ZHANG Jianmin, SHAN Hongxian, WANG Zhenqiang, WANG Zhicai, WANG Jinjin. Consolidation states of silty soils in tidal flats of Yellow River estuary by in-situ testing[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(9): 1994-2001. DOI: 10.11779/CJGE20230387
Citation: ZHANG Jianmin, SHAN Hongxian, WANG Zhenqiang, WANG Zhicai, WANG Jinjin. Consolidation states of silty soils in tidal flats of Yellow River estuary by in-situ testing[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(9): 1994-2001. DOI: 10.11779/CJGE20230387
shu

Consolidation states of silty soils in tidal flats of Yellow River estuary by in-situ testing

  • 1.

    Shandong Earthquake Agency, Jinan 250014, China

  • 2.

    Shandong Institute of Earthquake Engineering, Jinan 250021, China

  • 3.

    Geo-Environmental Engineering Department, Ocean University of China, Qingdao 266100, China

More Information
  • Received Date: May 04, 2023
  • Available Online: April 17, 2024
    Graphical Abstract
    • Abstract
  • The sediments in the Yellow River estuary rapidly deposit in the estuarine area. Under the action of waves and tidal waves, the surface sediments are in an over-consolidated state. However, it is found that the pre-consolidation pressure of silty soils in the Yellow River estuary calculated by the Casagrande graphic method is usually too high. In order to find out the consolidation states and estimate the pre-consolidation pressure of silty soils reasonably, a series of tests are conducted on the tide flat of Diaokou delta lobe. The fluid sediments imitating the rapidly deposited seabed silts are made in situ, and then promptly filled into a one-meter deep pit excavated at the tide flat. Through the in-situ testing methods such as the static cone penetration tests, field vane shear tests and pore water pressure tests, on the basis of long-term observation, the consolidation processes and states of the undisturbed soils of the tidal flat and testing pit soils are studied in the range of 1.0 m in depth. It is shown that the consolidation speed of the rapidly deposited pit silty soils are very fast under the effective gravity stress, after consolidation compression is completed, the strength of such soils still increase unevenly with the development of time, exhibiting high-low-subhigh non-uniform consolidation characteristics along the depth. After 16 months, the pre-consolidation pressures of the undisturbed soils and testing pit soils further increase, the characteristics of non-uniform consolidation and structure are enhanced continuously. According to the actual consolidation states of the testing pit soils after the self-weight compression consolidation is completed and the indexes of physical and mechanical properties of the undisturbed soils, the results of the Casagrande graphic method are too great, so it is more reliable to estimate the pre-consolidation pressures of the undisturbed soils and testing pit soils by using the static cone penetration tests and field vane shear tests. Meantime such in-situ testing methods provide a new way to determine the consolidation states of soils.
    • FullText(HTML)
    • References (24)
  • [1]
    钱家欢, 殷宗泽. 土工原理与计算[M]. 2版. 北京: 中国水利水电出版社, 1996.

    QIAN Jiahuan, YIN Zongze. Geotechnical Principle and Calculation[M]. 2nd ed. Beijing: China Water & Power Press, 1996. (in Chinese)
    [2]
    BUTTERFIELD R. A natural compression law for soils[J]. Géotechnique, 1979, 29(4): 469-480. doi: 10.1680/geot.1979.29.4.469
    [3]
    姜安龙, 赵春风, 高大钊. 确定先期固结压力的数学模型法[J]. 岩土力学, 2003, 24(2): 292-295. doi: 10.3969/j.issn.1000-7598.2003.02.031

    JIANG Anlong, ZHAO Chunfeng, GAO Dazhao. Mathematical model method of determining preconsolidation pressure[J]. Rock and Soil Mechanics, 2003, 24(2): 292-295. (in Chinese) doi: 10.3969/j.issn.1000-7598.2003.02.031
    [4]
    邹越强, 王建斌, 邵孟新. 推求先期固结压力的逐步逼近法[J]. 岩土力学, 1994, 16(3): 548-561. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC403.005.htm

    ZOU Yueqiang, WANG Jianbing, SHAO Mengxin. Ascertaining precon- solidation pressure by iteration[J]. Rock and Soil Mechanics, 1994, 16(3): 548-561. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC403.005.htm
    [5]
    顾小芸. 海洋土先期固结压力的综合方法[C]//中国土木工程学会第五届全国土力学及基础工程学术会议论文选集, 厦门, 1987.

    GU Xiaoyun. Synthetically determinate methods of pre-consolidation pressure of marine soils[C]// Proceedings of The Fifth National Conference on Soil Mechanics and Foundation Engineering, China Civil Engineering Society, Xiamen, 1987. (in Chinese)
    [6]
    YAMAMOTO T. Wave-induced pore pressures and effective stresses in inhomogeneous seabed foundations[J]. Ocean Engineering, 1981, 8(1): 1-16. doi: 10.1016/0029-8018(81)90002-0
    [7]
    JENG D S, LEE T L. Dynamic response of porous seabed to ocean waves[J]. Computers and Geotechnics, 2001, 28(2): 99-128. doi: 10.1016/S0266-352X(00)00026-4
    [8]
    冯秀丽, 沈渭铨, 杨荣民, 等. 现代黄河口区沉积环境与沉积物工程性质的关系[J]. 青岛海洋大学学报, 1994a: 20-28. https://www.cnki.com.cn/Article/CJFDTOTAL-QDHY4S3.003.htm

    FENG Xiuli, SHEN Weiquan, YANG Rongmin, et al. Relation between the geotecnial character of seabed sediment and the sedimentary enviroment of the modern Huanghe estuary area[J]. Journal of Ocean University of Qingdao, 1994a: 20-28. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-QDHY4S3.003.htm
    [9]
    张民生, 刘红军, 李晓东, 等. 波浪作用下黄河口粉土液化与"铁板砂" 形成机制的模拟试验研究[J]. 岩土力学, 2009, 30(11): 3347-3351, 3356. doi: 10.3969/j.issn.1000-7598.2009.11.022

    ZHANG Minsheng, LIU Hongjun, LI Xiaodong, et al. Study of liquefaction of silty soil and mechanism of development of hard layer under wave actions at Yellow River Estuary[J]. Rock and Soil Mechanics, 2009, 30(11): 3347-3351, 3356. (in Chinese) doi: 10.3969/j.issn.1000-7598.2009.11.022
    [10]
    冷浩, 胡瑞庚, 刘红军, 等. 波流作用下黄河三角洲硬壳层液化渗流形成机制研究[J]. 工程地质学报, 2021, 29(6): 1779-1787. https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ202106012.htm

    LENG Hao, HU Ruigeng, LIU Hongjun, et al. Mechanism of liquefaction seepage of upper seabed layer in the Yellow River Delta under wave-current via numeri-cal simulation[J]. Journal of Engineering Geology, 2021, 29(6): 1779-1787. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ202106012.htm
    [11]
    苏思杨, 孔德琼, 吴雷晔, 等. 波浪作用下海床液化-重固结移动边界分析模型及离心模型试验验证[J]. 岩土工程学报, 2022, 44(6): 1156-1165. doi: 10.11779/CJGE202206021

    SU Siyang, KONG Deqiong, WU Leiye, et al. Development and validation of a modified moving boundary model to simulate liquefaction- solidification behaviors of seabed under wave loading[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(6): 1156-1165. (in Chinese) doi: 10.11779/CJGE202206021
    [12]
    单红仙, 张建民, 贾永刚, 等. 黄河口快速沉积海床土固结过程研究[J]. 岩石力学与工程学报, 2006, 25(8): 1676-1682. doi: 10.3321/j.issn:1000-6915.2006.08.024

    SHAN Hongxian, ZHANG Jianmin, JIA Yonggang, et al. Study on consolidation process of rapidly deposited seabed soils in Yellow River Estuary[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(8): 1676-1682. (in Chinese) doi: 10.3321/j.issn:1000-6915.2006.08.024
    [13]
    杨秀娟, 贾永刚. 黄河口入海泥沙沉积固结过程长期现场观测研究[J]. 岩土工程学报, 2013, 35(4): 671-678. http://cge.nhri.cn/article/id/15019

    YANG Xiujuan, JIA Yonggang. Long-term field observation of sediment consolidation process in Yellow River Delta, China[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(4): 671-678. (in Chinese) http://cge.nhri.cn/article/id/15019
    [14]
    张建民, 单红仙, 贾永刚, 等. 波浪和潮波作用下黄河口快速沉积海床土非均匀固结试验研究[J]. 岩土力学, 2007, 28(7): 1369-1375, 1380. doi: 10.3969/j.issn.1000-7598.2007.07.016

    ZHANG Jianmin, SHAN Hongxian, JIA Yonggang, et al. An experimental study of nonuniform consolidation of rapid sediment seabed soils at Yellow River mouth subjected to wave and tide wave loading[J]. Rock and Soil Mechanics, 2007, 28(7): 1369-1375, 1380. (in Chinese) doi: 10.3969/j.issn.1000-7598.2007.07.016
    [15]
    冯秀丽, 周松望, 林霖, 等. 现代黄河三角洲粉土触变性研究及其应用[J]. 中国海洋大学学报(自然科学版), 2004, 34(6): 1053-1056. https://www.cnki.com.cn/Article/CJFDTOTAL-QDHY200406026.htm

    FENG Xiuli, ZHOU Songwang, LIN Lin, et al. The thixotropy of silt in Huanghe delta[J]. Periodical of Ocean University of China, 2004, 34(6): 1053-1056. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-QDHY200406026.htm
    [16]
    PRIOR D B, SUHAYDA J N, et al. Storm wave reactivation of submarine landslide[J]. Nature, 1989(341): 159-164.
    [17]
    FELLENIUS B H. Discussion on soil properties[C]// Proceedings of the 1st ICSMFE, Cambridge: Harvard University, MA, 1936.
    [18]
    SKEMPTON A W. The planning and design of the new Hong Kong airport[C]// Proceedings of the Institution of Civil Engineers, London, 1957: 305-307.
    [19]
    LADD C C, FOOTT R, ISHIHARA K, et al. Stress deformation and strength characteristics[C]// Proceedings of the 9th ICSMFE, Tokyo, 1977: 421-494.
    [20]
    简文彬, 吴振祥, 童文德, 等. 静力触探判别软土固结历史[J]. 岩石力学与工程学报, 2005, 24(12): 2166-2169. doi: 10.3321/j.issn:1000-6915.2005.12.027

    JIAN Wenbin, WU Zhenxiang, TONG Wende, et al. Consolidation state of soft soil differentiated by static cone sounding[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(12): 2166-2169. (in Chinese) doi: 10.3321/j.issn:1000-6915.2005.12.027
    [21]
    臧启运. 黄河三角洲近岸泥砂[M]. 北京: 海洋出版社, 1996.

    ZANG Qiyun. Alongshore Mud and Sand of Yellow River Delta[M]. Beijing: Ocean Press, 1996. (in Chinese)
    [22]
    龚晓南, 熊传祥, 项可祥, 等. 黏土结构性对其力学性质的影响及形成原因分析[J]. 水利学报, 2000, 31(10): 43-47. https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB200010006.htm

    GONG Xiaonan, XIONG Chuanxiang, XIANG Kexiang, et al. The formation of clay structure and its influence on mechanical characteristics of clay[J]. Journal of Hydraulic Engineering, 2000, 31(10): 43-47. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB200010006.htm
    [23]
    孟高头. 土体原位测试机理、方法及其工程应用[M]. 北京: 地质出版社, 1997.

    MENG Gaotou. Mechanism, Method and Engineering Application of Soil in-situ Testing[M]. Beijing: Geological Publishing House, 1997. (in Chinese)
    [24]
    王俊超. 黄河口潮坪沉积物对水动力作用研究[D]. 青岛: 中国海洋大学, 2004.

    WANG Junchao. Research of Sediment Response to the Hydrodynamic Action on the Tide Flat of Yellow River[D]. Qingdao: Ocean University of China, 2004. (in Chinese)
    • Related Articles

  • Related Articles

    [1]Research on the preparation method and physical-mechanical properties of carbon sequestration lightweight soil[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240795
    [2]WANG Xiequn, LIU Ning, LI Zhiqi, HAN Zhong, ZOU Weilie. Hydro-mechanical properties of sludge stabilized with magnesium oxychloride cement-based multi-cementitious materials under influences of drying-wetting cycles[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(10): 2004-2013. DOI: 10.11779/CJGE20220846
    [3]ZHANG Wen-jun, CAO Wen-zhen. Mechanical and waterproof performances of joints of shield tunnels with large cross-section under earthquakes[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(4): 653-660. DOI: 10.11779/CJGE202104007
    [4]WANG Zhen-hua, XIANG Wei, WU Xue-ting, CUI De-shan. Influences of alkaline oxidant on strength of cement-stabilized sludge[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(4): 693-699. DOI: 10.11779/CJGE201904012
    [5]WANG Jing, LI Tao. Physical and mechanical properties of core and filter membrane for plastic vertical drains[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 125-129. DOI: 10.11779/CJGE2016S1023
    [6]ZHANG Ming-ju, ZHAO Hong-chao. Experimental study on mechanical properties of hoop-disconnectable coupling in internal support system of excavation engineering[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 418-423. DOI: 10.11779/CJGE2014S2073
    [7]CHEN You-liang, WANG Peng, ZHANG Xue-wei, DU Xi. Experimental research on mechanical properties of granite in chemical dissolution under freeze-thaw cycles[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(12): 2226-2235. DOI: 10.11779/CJGE201412010
    [8]XU Jin-yu, LIU Shi. Effect of impact velocity on dynamic mechnaical behaviors of marble after high temperatures[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(5): 879-883.
    [9]YANG Yong-ming, JU Yang, CHEN Jia-liang, ZHAO Xi. Mechanical properties of porous rock media subjected to temperature effect[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(5): 856-864.
    [10]WANG Xiao-bin, YANG Ping, WANG Hai-bo, DAI Hai-ming. Experimental study on effects of freezing and thawing on mechanical properties of clay[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(11): 1768-1772 .
    • Supplements (1)

  • Other Related Supplements

  • Cited by

    Periodical cited type(2)

    1. 韩成，张康成，陈振宇，彭赐彩，张魁. 基于LS-DYNA的激光-TBM滚刀破岩仿真方法及试验验证. 力学与实践. 2025(01): 179-188 .
    2. 汪鼎华，江彪，徐国强，张魁. 移动激光预切槽辅助TBM滚刀破岩的仿真研究. 陕西科技大学学报. 2024(06): 151-156+179 .

    Other cited types(2)

Catalog

    Get Citation
    PDF
    XML
    Article views (328) PDF downloads (67) Cited by(4)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return