首页|Centrifuge experiment on the penetration test for evaluating undrained strength of deep-sea surface soils

Centrifuge experiment on the penetration test for evaluating undrained strength of deep-sea surface soils

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Rapid advances in deep-sea mining engineering have created an urgent need for the accurate evaluation of the undrained strength of marine soils,especially surface soils.Significant achievements have been made using full-flow penetration penetrometers to evaluate marine soil strength in the deep penetration;however,a method considering the effect of ambient water on the surface penetration needs to be estab-lished urgently.In this study,penetrometers with multiple probes were developed and used to conduct centrifuge experiments on South China Sea soil and kaolin clay.First,the forces on the probes throughout the penetration process were systematically analyzed and quantified.Second,the spatial influence zone was determined by capturing the resistance changes and sample crack development,and the penetration depth for a sample to reach a stable failure mode was given.Third,the vane shear strength was used to invert the penetration resistance factor of the ball and determine the range of the penetration resistance factor values.Furthermore,a methodology to determine the penetration resistance factors for surface marine soils was established.Finally,the effect of the water cavity above various probes in the surface penetration was used to formulate an internal mechanism for variations in the penetration resistance factor.

Static penetrometerCentrifuge experimentDeep-sea surface soilUndrained shear strengthPenetration resistance factorWater cavity

Xingsen Guo、Tingkai Nian、Wei Zhao、Zhongde Gu、Chunpeng Liu、Xiaolei Liu、Yonggang Jia

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Shandong Provincial Key Laboratory of Marine Environment and Geological Engineering,Ocean University of China,Qingdao 266100,China

State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China

Department of Civil,Environmental and Geomatic Engineering,University College London,London WC1E 6BT,United Kingdom

partially the National Key Research and Development Program of ChinaNational Natural Science Foundation of ChinaLiaoNing Revitalization Talents ProgramFundamental Research Funds for the Central Universities of Dalian University of Technology.Support for sample collection was

2018YFC030920051879036XLYC2002036NORC2017-05

2022

矿业科学技术学报(英文版)
中国矿业大学

矿业科学技术学报(英文版)

CSTPCDCSCDSCIEI
影响因子：1.222
ISSN：2095-2686
年,卷(期)：2022.32(2)
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