Influence of Elevation on Slake Durability Index of Quartz Mica Schist: A Case Study of East Slope of Manjiazhai Open Pit

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Introduction
Soft rock is a common rock mass in slope engineering.Under the combined effect of temperature change and rainwater infiltration, the slope rock is prone to weathering and disintegration.
is process is characterized by precipitation-evaporation dry-wet cycle effect [1], which causes a significant decrease in the shear strength of rock mass [2] and affects the overall or local stability of slope.erefore, the collapse characteristics of slope soft rock are directly related to the overall stability of slope and the design of the supporting scheme.
e disintegration of soft rock is a physical phenomenon with complex mechanism.In order to reveal this mechanism, some researchers have carried out tests on rock disintegration to characterize the variation law of the disintegration process under the macroscopic conditions such as the number of cycles, the hydraulic properties, and the mass of disintegration residues [3,4].At the same time, X-ray diffraction, mercury injection test, and CT scanning were used to study the material composition, fracture propagation degree, and void ratio of soft rock to explain the internal factors of disintegration [5][6][7].
In terms of the disintegration of soft rock particles, rock disintegration is the result of its internal microcracks continuing to germinate, develop, expand, gather, penetrate, and eventually break into small blocks.is process from microdamage to macrofracture has fractal properties [8].erefore, many researchers introduced fractal theory to analyze the particle size change in the process of soft rock disintegration from multiple perspectives, calculated the fractal dimension to describe the disintegration process, and proposed a variety of fractal distribution models based on rock mass [9][10][11].
Besides, a large number of studies have been carried out on the influence of water change, temperature change, and environmental pH change on rock disintegration performance in the environment where the rock is located.For example, Huseyin [12] combined freeze-thaw cycles and thermal shock to test and study the disintegration resistance of andesite in Turkey.In addition, Deng et al. [13] analyzed the fractal evolution law of rock particle disintegration process under different pH environments, and it was found that the acidic solution accelerates the growth of particle disintegration fractal dimension.
From the perspective of energy, the disintegration process of soft rock is a process of energy dissipation [14], and the analysis of energy dissipation characteristics can deepen the understanding of rock disintegration and fracture process.Some researchers studied and summarized various ways of energy transfer, transformation, and dissipation in the process of soft rock disintegration, established related energy dissipation models, and pointed out that the change of surface energy leads to rock disintegration [15,16].
e above research studies mainly focused on the influence of chemical composition, structural characteristics, disintegration characteristics, fractal characteristics, and energy angle on rock disintegration characteristics.ere are few reports on the influence of elevation on the collapse resistance index of quartz mica schist.erefore, this paper takes the quartz mica schist on the slope of Manjiazhai open-pit slope as research object and studies the disintegration resistance characteristics of quartz mica schist at different elevations through deterioration test, statistical analysis, and mechanism analysis.e study of rock disintegration characteristics in elevation direction aims at providing valuable researchers on the design of slope stability and protection measures.

Engineering Geology.
Manjiazhai open pit is located in the southwestern border of Yunnan Province, bordering Vietnam, which belongs to subtropical plateau monsoon climate.e rainfall is mostly concentrated from May to October, the maximum rainfall is in July, and the average annual rainfall is 1366 mm. e mining area is a large openpit stope, and the terrain of the east slope is high in the northeast and low in the southwest.e minimum mining elevation is 910 m, the maximum mining elevation is 1360 m, and the maximum elevation difference is 450 m.East slope is artificial slope landform, the maximum slope is as high as 300 m, and the slope is about 39 °with multiple steps' combination.e height of a single step is about 5-30 m, and the slope angle of the step is about 50 °-70 °, as shown in the topographic map of the east slope, see Figure 1. e engineering geological lithology of the slope is complex; as affected by the mining sequence, the weathering degree of the slope is different from top to bottom.
e rock mass structure of the east slope is bedding, and the shallow rock mass is dominated by quartz mica schist.In the region, there is a north-south trending F 0 fault with a westward dip angle of 40-55 °. e upper side of F 0 fault is made of quartz mica schist, marble, and skarn, which are widely distributed in various sections of the slope.F 0 fault footwall is gneiss, as shown in the geological profile of the east slope, see Figure 2. Because the east slope is mainly quartz mica schist, which has low strength, easy weathering, and fracture development, the slope rock mass is very broken, and it is easy to collapse under the influence of rainwater and platform excavation, leading to slope instability.e schematic diagram of sampling position is shown in Figure 3, and field sampling and test process are shown in Figure 4.

Design of Test Cycles.
e slake durability test is a process that rocks are repeatedly disturbed in the dry-wet cycling environment to make rocks reach the disintegration state.is process aims to simulate the real situation of rock experiencing sun and rain under natural conditions.According to the rainfall of Manjiazhai open pit, the annual rainfall in this area is mostly concentrated in July.In this paper, the average total rainfall in July over the years is about 350 mm [17].Assuming that each rainfall is 50 mm, the rain number is seven times; thus, seven cycles of indoor slake durability test are set in this paper.

Research Methods and Results.
e rock samples of different elevations were placed in the indoor environment, and the state of rock exposed to sunlight and rain was simulated by the slake durability test instrument.Seven drywet cycles were performed for each rock sample, and the slake durability index was calculated according to [18] where I 7 is rock (7 cycles) slake durability index (%), m 0 is drying quality (g) of the original sample, and m 7 is the drying quality (g) of residual samples after 7 cycles.e slake durability test results of different elevation samples are shown in Table 1.According to the test results, the relationship curves between the slake durability index I of quartz mica schist and the cycle number N at different elevations of the slope of Manjiazhai open pit are plotted in Figure 5.

Advances in Materials Science and Engineering
As shown in the figure, there is a power function relationship between the slake durability index I and the number of cycles N, and the correlation is relatively high.e relationship expression is I d aN − b (where a and b are coefficients).It can be seen that, with the increase of the elevation of the sample at selection position, values a and b are generally reduced.It can be judged from Figure 5 that the higher the elevation is, the lower the slake durability index of the rock sample is, that is, the higher the elevation is, the easier the rock weathering and disintegration are, which may be related to the sequence of excavation time.Besides, the higher the elevation of the slope rock mass is, the longer the exposure time after the elevation excavation is, and the longer the dry-wet cycle is, the lower the slake durability index is.

Statistical Analysis
According to the test results in Table 1, SPSS [19] software was used to conduct statistical analysis on the variation law of the seventh slake durability index I and elevation H of quartz mica schist at different elevations on the east slope of Manjiazhai open pit.e results are shown in Table 2, and the following relationship can be obtained from the analysis: I � (124.36 − 0.024 × H)%. ( According to the analysis results, (1) e coefficient of determination is 0.930, and the adjusted coefficient is 0.916.e regression equation has good fitting accuracy.(2) P value is less than 0.05, indicating that this regression fitting model has significant statistical significance at 0.05 level.(3) Elevation has a significant effect on the slake durability index of quartz mica schist, and slake durability index is negatively correlated with elevation.

Mechanism Analysis
Rock disintegration is closely related to the mineral composition, joint fracture development degree, structural characteristics, and physical and mechanical properties of rock [20].Because the open-pit slope is composed of multistage bench slope, the exposed time of the upper layer is longer and the exposed time of the lower layer is relatively short after the excavation of the bench slope, resulting in different degrees of weathering of rock at various elevations.At the same time, due to the existence of pores in the rock to form seepage channels, rainwater gradually infiltrates, and the local stress inside the rock changes, producing cumulative damage effect in the rock.Affected by elevation, the development degree of rock pores in various regions is different, and there are differences in seepage path and velocity after rainwater enters.e cumulative effect of rock damage in various regions is different, which eventually leads to different disintegration properties of rock from top to bottom.erefore, this paper analyzes the influence of elevation on rock disintegration mechanism from three aspects, i.e., the rock material composition, internal fracture channel seepage, and rock cumulative damage.

Mineral Composition Analysis.
Compared with quartz schist, mica schist has significantly severe disintegration, and the particle size of disintegration is also wider.Quartz mica schist is a typical schist, which is distinguished from bedding or layered rock by its unique schistosity structure.In this paper, five kinds of schists with different apparent characteristics were selected, and the results of thin section identification and analysis of the mineral composition of different schists are shown in Table 3 and Figure 6.
It can be seen from Table 3 that, in the mineral composition of quartz mica schist at different elevations, the quartz content is 26%-48% and the mica content is 45%-60%.In addition, there are also a small amount of altered biotite, sericite, chlorite, and ferritin.According to the identification, the rock has a metamorphic structure, and the matrix has a granular lamellar metamorphic structure.e matrix is mainly composed of the mixed distribution of 0.05-0.2mm flake crystalline muscovite, granular metamorphic quartz, and a few sericite and iron argillaceous.e continuous directional arrangement of flake-shaped crystalline muscovite forms the flake structure.Quartz has been fully recrystallized into its granular shape and interbedded in a straight line.Advances in Materials Science and Engineering It can be seen from Figure 7 that, with the increase of elevation, the component content ratio of mica to quartz increases, and because the microcracks in schist are mainly distributed along the edge of mica minerals and affected by directional arrangement of flake mica, the porosity is proportional to the mica minerals content and the growth scale [21].erefore, the higher the elevation, the greater the porosity in quartz mica schist.

Seepage Analysis of Fracture Channel.
e macroscopic failure of rock is mainly based on the change of microfracture interface, and the disordered trajectory of rainwater in the fracture channel leads to the change of the structure size of the microfracture channel.
erefore, the disintegration process of quartz mica schist is microscopically the size expansion process of fracture interface in rock, as shown in Figure 8. Microscopically, quartz mica schist is mainly composed of hard parts such as quartz and weak parts such as mica and pore defects [22].ere are a large number of pore defects in the rock, which provides a channel for rainwater to enter the rock.After these complex pore network structures are contacted with water, water molecules are quickly absorbed by the pore defects in the rock, forming pore water pressure.
e pore water pressure promotes original cracks' propagation and new cracks' initiation.e pore water pressure reduces the contact force between structural units and promotes the continuous increase of fracture channels [23,24].
As shown in Figure 8(a), the path of microseepage channel inside the rock is random.According to the microstructure of quartz mica schist, the pore channel in the model can be equivalent to the microseepage path.e Ratio of muscovite to quartz content Advances in Materials Science and Engineering microparticles are equivalent to two thin plates according to the quartz mica, and the water flows between the two thin plates, as shown in Figure 8(c).e pore size of the micropore structure in the rock changes after being subjected to pore pressure, resulting in the change of the liquid flow state.As shown in Figure 8(d), assuming the width of the equivalent fracture channel is b, the permeability coefficient of the fracture channel [25] where k f is the permeability of fractured medium and b is the crack width.For fractured media of rock mass, the permeability coefficient can be expressed as Replace ( 4) with (3) to obtain where ρ is fluid density and μ is fluid viscosity coefficient.Under osmotic pressure, the channel diameter increases from d to D and K f increases to D 2 /d 2 times.Because the seepage velocity ] � ki, where k is the permeability coefficient and i is the hydraulic gradient, as i � Δh/L, the seepage velocity can be expressed as According to (6), when the other parameters remain unchanged, the seepage velocity increases with the increase of pore width.According to the relationship between rock permeability coefficient and effective stress, where the permeability coefficient k 0 is σ � 0, σ is the effective stress, and α is the fractal dimension of fracture density.It can be seen that when the permeability coefficient changes, the effective stress inside the rock will also change.
rough the microscopic fracture seepage analysis of quartz mica schist, the weak structural interfaces such as pore defect channels in the rock are the intrinsic factors leading to rock disintegration, and the pore water pressure is the external power for rock disintegration.Factors such as the expansion of seepage channel size and the acceleration of seepage velocity in rocks eventually cause the disintegration and failure of rocks.Because the weathering degree of rock at various elevations is different, the microfracture development degree and the microfracture permeability coefficient of rock are different, which eventually leads to different rock collapse resistances.

Analysis of Rock Damage Effect.
e sunlight and rain in nature can be characterized by the dry-wet cycle, that is, the rock is affected by the alternation of rain erosion and sunshine drying [26]. is effect will cause damage accumulation to the rock, thus causing the strength degradation of the rock and soil mass on the slope surface.e excavation of the open-pit slope is not accomplished overnight, but follows a certain order, and the slope is excavated from top to bottom.erefore, the exposure time of the upper bench slope is long and that of the lower part is short, resulting in different time lengths of the slope rock subjected to wet-dry cycling; that is, there is a spatial aging difference in the rock disintegration ability of the same slope from top to bottom.e relationship between slope excavation and cumulative time of rock exposure is shown in Figure 9. Assuming that the weathering time of slope rock is a time series, the time node of the first, second, and Nth step is t 0 , t 1 , and t n , respectively, and the exposure time span of each step from top to bottom is Δt N , . . ., Δt 1 ,, that is, the exposure time of the step in nature has the following relationship Δt Since the number of cycles N and (1 − D) show an exponential relationship, the value of (1 − D) decreases with the increase of N, where D is the damage factor [27], so D increases with the increase of cycle number N. e length of exposure time of rock mass is transformed into number of wetting and drying cycles.According to previous study, the first step has the longest exposure time, that is, the number of cycles of wetting and drying is the largest, and the Nth step has the shortest exposure time and the least number of cycles, that is, According to the relationship between the number of cycles and the damage amount mentioned above, e ability of rock mass with larger damage accumulation to resist weathering is relatively weak, and it is more sensitive to water, while the expansion effect is gradually enhanced.e earlier exposed rock is, the worse its collapse resistance is [28].erefore, in the direction of slope elevation, the difference of rock damage effect leads to regular change of collapse resistance index, namely, I 1 < I 2 • • • < I N .

Conclusion
Taking the multistage combined bench slope of open-pit mining as the research object, the collapse resistance characteristics of quartz mica schist at different elevations are studied by indoor disintegration test, statistical analysis, and mechanism analysis.e conclusions are as follows: (1) SPSS software was used to conduct statistical analysis on the variation law between the disintegration index of quartz mica schist and the elevation, and the relational expression between the elevation and the disintegration index of quartz mica schist was obtained.ere is a negative correlation between the disintegration index and elevation.(2) rough the identification and analysis of quartz mica schist thin sections at different elevations, it is known that the main mineral components of the rock are quartz and mica, in which the quartz content is 26%∼48%, and the mica content is 45%∼ 60%.With the increase of elevation, the ratio of mica and quartz increases, and the porosity of quartz mica schist also increases.(3) Weak structural interfaces such as material composition and pore defect channels in quartz mica schist are the internal factors leading to its disintegration.Macroscopically, rocks at different elevations are subject to different weathering degrees, resulting in regular changes in local damage of rocks.Under the combined action of multiple factors, the disintegration ability of rocks on the slope surface gradually weakens from the top to the toe of the slope, and the slake durability index is increasing.

2. 2 .
Test Design 2.2.1.Field Sampling Design.According to the present situation of east slope in Manjiazhai open pit, seven groups of rock samples were selected at the elevations of 1040 m, 1080 m, 1120 m, 1170 m, 1230 m, 1280 m, and 1310 m in the slope profile line position from bottom to top.e collapse resistance test was carried out on these seven groups of rock samples.

1040mFigure 5 :
Figure 5: Relationship curves between rock collapse resistance index and cycle times at different elevations.

7 Figure 6 :
Figure 6: Quartz and mica content map at different elevation sampling points.

Figure 7 :
Figure 7: e ratio curve of mica and quartz content at different elevation sampling points.

Table 1 :
Test results of rock collapse resistance at different elevations.

Table 2 :
Statistical analysis results.

Table 3 :
Main mineral components of quartz mica schist at different elevations.