Abstract
Pore structure is closely related with strength, constitutive relation, consolidation characteristics, and permeability properties of soil. Consequently, improving the understanding of the relationship between microscopic structure and macroscopic physical and mechanical properties has extremely important scientific significance. A large number of studies have shown that pores of soil have fractal features, and hence, the carpet model can be used to approximately simulate the fractal structure of clay. In the present study, ANSYS software was selected to establish a microscopic model of clay to study the distribution of microscopic stress and microscopic deformation characteristics of pores under different consolidation pressures. Besides, the variation law of microscopic pore size was quantitatively determined by using IPP (Image‐Pro Plus) software. Combined with the fractal theory, the changes of microscopic pore of numerical simulation and that of physical experiment during compression of clay are studied. All the results indicated that the microscopic stress distribution of clay is not uniform on the compaction process. The larger the pore size is, the bigger the compression stress on both sides and the greater the bending deformation of upper part of the pore is, which leads to the deformation of larger pores which is bigger than that of smaller pores. Based on the results, issues about the microscopic mechanism of the difference in vertical and horizontal permeability under compression of clay, the relationship between the changes of pore shape and microscopic stress, the preliminary principle of “preferential crush of larger particles” for granular soil, skeleton stress across the region where stiffness is relative larger, and the self‐protection of particles and pores are also discussed. The results of this study are of great importance in understanding of soil compression and related physical and mechanical properties from the microscopic view.
Highlights
Soil is made up of different particles formed by weathering of continuous and hard rock. rough different transport methods, those particles accumulate, among which massive pores exist
Following the procedure presented previously, the changes of pore size and pore areas in the large pore model and small pore model under different pressures were measured by using IPP software. e compression law of pores was explained with the measurement results as shown in Tables 2 and 3, respectively
In order to further analyze the intrinsic mechanism of the microscopic stress distribution, it was assumed that there exists a maximum pore in the soil (such as the white area in Figure 14(a)), and the large pore size is taken as the observation scale, while the internal pores in the other regions cannot be identi ed
Summary
Soil is made up of different particles formed by weathering of continuous and hard rock. rough different transport methods, those particles accumulate, among which massive pores exist. Oualmakran et al [12] measured pore-size distributions at different states of soil by using the MIP test and investigated the effects of compaction water content, drying techniques adopted prior to performing porosimetry, and saturation and loading on the evolution of the microscopic structure of a silty soil. Tao et al [31] studied the pore-size distribution of clay soil before and after compression deformation by using MIP, SEM, and nuclear magnetic resonance technique, respectively. The method of numerical simulation was used to study the variation laws of microscopic pores of clay, accurately trace the changes of shape and size of a single pore during compression, and reveal their microscopic stress mechanism. For granular soil, skeleton stress across the region where sti ness is relative larger, and the self-protection of particles and pores are discussed
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