Monument Future. Siegfried Siegesmund
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Название: Monument Future
Автор: Siegfried Siegesmund
Издательство: Автор
Жанр: Документальная литература
isbn: 9783963114229
isbn:
Regarding the physical and mechanical properties of samples, specific gravity ranges from 2.60 for the granite to 2.72 for the marble, and the porosity shows 0.64 % for the granite, 2.23 % for the marble, and 13.5 % for the sandstone. Mechanically, the granite is more brittle, and the granite and sandstone (9.4 MPa) have a higher tensile strength than that of the marble (6.4 MPa).
The P-wave velocity was determined for each specimen (50 mm in diameter and 100 mm in height) before testing using a TICO instrument (Proceq). The velocity shows 4,654 m/s for the granite, 4,410 m/s for the marble, and 3,092 m/s for the sandstone.
Methodology for the AE and strain monitoring
To monitor the AE and strain, specimens were formed into a cylindrical shape with a diameter of 50 mm and a length of 100 mm. Before the test, each specimen was washed using water to remove contaminants and dried for 10 days in a vacuum desiccator. The specimen was installed in a temperature-controlled chamber after setting up equipment for AE, strain, and air and rock surface temperature measurement. The AE and strain data were recorded using a laptop computer.
The AE equipment employed during the test consisted of an amplifier and a piezoelectric sensor (Fig. 1). In this study, peak amplitude, which is an important parameter in the test because it determines AE signal detectability, was continuously monitored during the entire test period at 1/100 s. 181The sensor was placed on an axis face of the specimen. Notably, vaseline was smeared in the contact area of the sensor and specimen to ensure their coupling effect; then, a c-clamp was used to fix the sensor on the specimen.
Figure 1: A schematic diagram of the AE and strain monitoring system.
Self-temperature-compensated strain gauges (10 mm in length) were installed on the center of the specimen in the axial and lateral directions using a three-wire system to reduce thermally induced apparent strain. A dedicated adhesive was used to glue strain gauges to the specimens. The specimen strain was continuously recorded using a measuring unit.
The surface temperature of the specimens was monitored at a 1-s interval using a thermocouple sheet and logger. Air temperature in the chamber was also recorded by a logger at a 10-s interval.
The chamber was programed with a heating–cooling range of 4–84 °C and an RTC of ±2 °C/min based on field measurements. Namely, Peel (1974) reported a maximum rock surface temperature (dark sandstone) of 79.3 °C in the Tibesti Mountains. This temperature is thought to be the highest rock surface temperature ever recorded. Meanwhile, Waragai (2019) reported the results of field measurements conducted during the dry season at Cambodia. The range of the surface temperature of the sandstone specimen varied from a 1.50 °C/min increasing rate to a −1.88 °C/min decreasing rate. As possible temperatures due to insolation, the heating–cooling range and RTC were therefore set inside the chamber: the specimens were heated from 4 °C to 84 °C over 40 min after cooling from room temperature to 4 °C over 8 h and 8 min. Then, the specimens were maintained at 84 °C for 4 h and then cooled to the initial temperature of 4 °C over 40 min. In the test, the temperature change of 4–84 °C was repeated four times. After that, the P-wave velocity of the specimen was measured using a TICO.
Results and Discussion
AE amplitude and strain
Generally, the thermal expansion behavior of rock is affected by the temperature history. To avoid the influence of such a history, termed the Kaiser effect, the peak amplitude of the AE (mV) within the large temperature change that the specimens were first exposed to is shown in Figure 2. The air and rock surface temperatures shown in Figure 2 are data obtained by thinning out every 10 s from the data recorded at each time interval. Regarding 182the AE signal, the integrated peak amplitude for 10 s, excluding the peak amplitude < 100 mV from the measured data, is shown.
Figure 2: The AE amplitude and the rock and air temperatures versus time evolutions of the rock samples. A: granite, B: marble, C: sandstone.
There is a difference in the size of the amplitude and the appearance frequency over time of the AE amplitude depending on the rock types; however, it can be seen that the AE signal occurred in all specimens when the temperature increased and decreased. Following the test, no apparent damage such as cracks was found in the specimens. However, the P-wave velocity decreased by 25 % for the granite (3,476 m/s), 7 % for the marble (4,090 m/s), and 0.1 % for the sandstone (3,014 m/s). Therefore, the AE signal is considered to correspond to stress waves when microcracks form at grain boundaries.
The range of the strain due to the temperature change is the largest for the strains of granite (the range of axial strain = 380) followed by that of the marble (351) and sandstone (262). The occurrence of the AE amplitude corresponds to this amount of strain, and the maximum peak amplitude is greatest in the granite (4,140 mV), followed by that of the marble (1,597 mV) and sandstone (1,000 mV). Excluding the effects of crack opening and closing due to temperature changes and the hysteresis effect, the amount of strain and generation of AE signals are closely related. The porosity is lowest for the granite and highest for the sandstone. In other words, microcracks are more likely to occur with the temperature change at the grain boundaries of the granite where the minerals are in closer contact. Because the sandstone has a higher porosity than that of the granite and marble and is not dense, the microcrack occurrence at grain boundaries is considered to be the smallest. Very heterogeneous textures such as sandstone are thought to be less responsive to thermal changes.
AE amplitude and temperature
The rock surface temperature at the time of the generation of the AE amplitude and its frequency by temperature are shown in Figure 3; in Figure 3, data of an AE amplitude = 0 are excluded.
The maximum AE amplitude of the granite is at 20 °C and 60 °C, but the frequency is the highest at 70–80 °C. However, in the case of the marble and sandstone, the maximum AE is observed at approximately 20 °C, and its frequency is large. The appearance patterns for these rocks are different, as shown in Figure 2. The AE amplitude is observed when the temperature decreases in the marble and mainly when the temperature increases in the sandstone.
Figure 3: The AE amplitude versus the rock surface temperatures and its frequency by temperature. A: granite, B: marble, C: sandstone.
Thermal stress that causes AE is a result of the anisotropy in the thermal expansion properties of different minerals (Sirdesai et al. 2017) and the amount of certain minerals such as quartz. According to Kinoshita et al. (1995), in the case of granitic rock, even when heated at a slow heating rate that does not cause a temperature gradient inside the rock, due to the mismatch in the thermal expansion coefficient of the mineral particles, 183AE signals occur when the temperature reaches from approximately 60 °C to 70 °C, and its amplitude increases with heating. In other СКАЧАТЬ