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Experimental Studies on Cyclic Shear Behavior of Steel-Clay Interface Under Constant Normal Load

China Ocean Engineering 2023年第3期37卷 519-524页

作者： YU Shi-wen WANG Jie LIU Jun-wei WANG Teng School of Petroleum Engineering China University of Petroleum(East China)Qingdao 266580China China Communications Third Harbor Engineering Co. Ltd.ShanghaiChina School of Civil Engineering Qingdao University of TechnologyQingdao 266520China

The degradation of the shear stress between pile-clay interface caused by undrained cyclic jacking affects the jacking force.A series of large displacement monotonic shear,cyclic shear and post-cyclic monotonic steel plate-clay interface shear te sts were performed under the constant normal load(CNL)condition to inve stigate the effects of normal stre ss,cyclic amplitude,and number of cycles on a steel plate-clay interface using the GDS multi-function interface shear tester.Based on the experimental results,in monotonic shear tests,change of shear stress took place in the specimen,the shear stress rapidly reached the peak value at shear displacement of 1 mm,and then abruptly decreased to the residual value.In cyclic shear te sts,accumulated displacement was a better parameter to describe the soil degradation characteristics,and the degradation degree of shear stress became greater with the increasing of normal stress and accumulated displacement.Shear stress in post-cyclic monotonic shear tests did not generate a peak value and was lower than that in monotonic shear tests under the same normal stress.The soil was completely disturbed and reached the residual strength when the cumulative displacement approached 6 m.An empirical equation to evaluate shear stress degradation mechanism was formulated and the procedure of parameter identification was presented.

关键词： cyclic shear steel-clay interface constant normal load cumulative displacement residual strength

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Dynamic Response and Deformation Behavior of Kadui-2 Landslide Influenced by Reservoir Impoundment and Rainfall,Baoxing,China

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Journal of Earth Science 2023年第3期34卷 911-923页

作者： Muhammad Kamran Xiewen Hu Muhammad Awais Hussain Muhammad Sanaullah Randa Ali Kun He Faculty of Geosciences and Environmental Engineering Southwest Jiaotong UniversityChengdu 611756China College of Civil Engineering and Architecture Zhejiang UniversityHangzhou 310058China Department of Civil Engineering Technology National Skills UniversityIslamabadPakistan Institute of Geology Unversity of the PunjabLahore 54590Pakistan

This study focuses on the deformation characteristics of Kadui-2 Landslide by the influence of reservoir filling-drawdown and precipitation.A three-year monitoring project was implemented in order to observe the short/long-term deformation.The slide mass experienced consistent deformation with a maximum cumulative displacement of 331.34 cm.Based on the recorded data of reservoir water level and precipitation during this period,a two-dimensional(2-D)finite element model using Geostudio software was set up for deformation simulation under different conditions to understand the real influence of these triggering factors on landslide.The numerical simulation results are in consistent with monitoring field data.Both numerical simulation and field monitoring results exhibit that the maximum deformation occurred at the foreside of slumping mass.The slip surface shows significant creep characteristics decreasing as long-term shear strength reducing gradually.Reservoir water level fluctuation is the primary triggering factor to reactivate the landslide mass and has a negative correlation with deformation rate.displacement rate increases with the reservoir drawdown and decreases with impoundment rise.Compared with reservoir filling-drawdown operation,rainfall has no significant effect on the slide motion of landslide due to limited penetration from the ground surface.

关键词： landslide reservoir water level fluctuation rainfall finite element method cumulative displacement deformation characteristics

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