Abstract
Stress transfer and redistribution always accompany with the evolution of landslides. However, previous literature studies have mainly focused on stages of stress variation, and far too little attention has been paid to detailed transfer and redistribution process analysis on stress variation. In this paper, a large-scale clay model slope with masonry slide bed and prefabricated cambered slip surface was constructed. Earth pressure cells were embedded into slip mass to monitor vertical and horizontal stresses in different parts of the test soils under the set load sequence. Stress transfer efficiency (STE) indicators based on qualified stress monitoring datasets (tested by Shapiro-Wilk method) were established to quantify the stress transfer process. Staged development of stress inside the clay slope was analyzed through extracting slopes of stress curves and limit loads. The stress redistribution process was analyzed using STE and deflection of stress isolines derived from numerical simulation. Moreover, to study the influence of loading position on stress variation, geometry partitioning has also been discussed. Results showed that vertical and horizontal stresses had different growth trends on both sides of 80 kN and 60 kN, respectively. Horizontal stress growth has two stages; vertical stress growth has two stages in soils close to slope surface and shear outlet, while there are three stages in other soils. Vertical stress transfer efficiency (VSTE) and horizontal stress transfer efficiency (HSTE) are recommended to quantify stress transfer and redistribution process. Based on VSTEs and HSTEs, the slip mass could be partitioned into three parts: loading zone, transfer zone, and free zone. Deflecting amplitudes of stress isolines were in consistency with the results revealed by STEs.
Highlights
Most cities are located on slopes with gradients of 35% or more [1]. e construction of buildings and infrastructures, etc. changes the stress field of slope
Vertical stress transfer efficiency (VSTE) stands for vertical stress transfer efficiency in equation (1), and HSTE stands for horizontal stress transfer efficiency in equation (2)
As for masonry slide bed, it is the focus of this paper to study vertical and horizontal stress variations of slip mass in clay slope, and less attention is paid to nonsliding part. e occurrence of landslide along prefabricated slip surface at the last load showed the accuracy of the experimental model
Summary
Most cities are located on slopes with gradients of 35% or more [1]. e construction of buildings and infrastructures, etc. changes the stress field of slope. Landslide disasters caused by the change of stress field occur from time to time, which seriously threaten the construction safety and cause the project delay and the increase of additional investment. E change of stress field implies the transfer and redistribution of stress. A better understanding of stress transfer and redistribution process is of wide-ranging importance for engineers to carry out reliable design [2, 3]. Stress transfer phenomena have been widely reported in tectonophysics [4,5,6], interaction between rock and soil masses and structures [7, 8], etc. Literatures [9,10,11,12] revealed a strong association between stress variation and slope failure. Stress variation in current researches is mainly associated with the stages of landslide evolution process and detailed process analysis on stress variation has hitherto received scant attention by scholars
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