过刊目录

  • 2023年, 20卷, 第10期
    刊出日期:2024-06-19
      

  • 全选
    |
  • Andreas HALLER, Domenico BRANCA, Deyvis CANO
    2023, 20(10): 2783-2803.
    Under the influence of concentrated and extended urbanization, Andean cities and the different altitudinal zones of their “hinterlands” are experiencing profound changes in land cover — from the central plazas up to the highest peaks. The complex regional-geographic characteristics of these socioecological systems, such as the vertical complementarity of land use, require a montological perspective on verticality and urbanization: it transcends disciplinary approaches and can be crucial to properly interpret the trajectories of land cover change and formulate hypotheses for future practiceoriented research. Which trajectories of land cover change characterized altitudinal zones of Andean cities and their surroundings over the last three decades? Are there similarities that allow for the formulation of more general hypotheses? Using the Peruvian cases of Cusco and Huaraz, and combining a traditional altitudinal zonation model of land use in Peru with direct field observations and GIS-based analyses of remotely sensed data from 1991, 2001, 2011, and 2021, this study identifies the main trajectories of land cover change in the Quechua(>2300–3500 m), Suni(>3500–4000 m), and Puna (>4000–4800 m) regions — and finds insightful similarities between Cusco and Huaraz:(1) an impressive area of built-up land substitutes grassland in the Quechua, which, following regional altitudinal zonation models, is characterized by irrigated and rain-fed cropland;(2) an unexpected expansion of irrigated cropland takes place in the Suni, which, in theory, often lacks irrigation infrastructure and is mostly used for rain-fed tuber cultivation; and(3) a clear change from “other land” to grassland occurs in the Puna — where grassland is thought to predominate, anyway, since pre-Hispanic times. Hypothesizing that these changes reflect the interplay between speculative fallow, agricultural intensification, and ecological restoration, the results can be read as vertically complementary, local manifestations of concentrated and extended urbanization in a formerly peripheral mountain region of the Global South — and they underscore the need to overcome mental city-mountain dichotomies for a socially inclusive and ecologically balanced Andean development between plaza and peak.
  • Riccardo SALVINI, Luisa BELTRAMONE, Vivien DE LUCIA, Andrea ERMINI, Claudio VANNESCHI, Caterina ZEI, Daniele SILVESTRI, Andrea RINDINELLA
    2023, 20(10): 2804-2821.
    This paper describes scientific research conducted to highlight the potential of an integrated GPR-UAV system in engineering-geological applications. The analysis focused on the stability of a natural scree slope in the Germanasca Valley, in the western Italian Alps. As a consequence of its steep shape and the related geological hazard, the study used different remote sensed methodologies such as UAV photogrammetry and geophysics survey by a GPR-drone integrated system. Furthermore, conventional in-situ surveys led to the collection of geological and geomorphological data. The use of the UAV-mounted GPR allowed us to investigate the bedrock depth under the detrital slope deposit, using a non-invasive technique able to conduct surveys on inaccessible areas prone to hazardous conditions for operators. The collected evidence and the results of the analysis highlighted the stability of the slope with Factors of Safety, verified in static conditions(i.e., natural static condition and static condition with snow cover), slightly above the stability limit value of 1. On the contrary, the dynamic loading conditions(i.e., seismic action applied) showed a Factor of Safety below the stability limit value. The UAV-mounted GPR represented an essential contribution to the surveys allowing the definition of the interface debris deposit-bedrock, which are useful to design the slope model and to evaluate the scree slope stability in different conditions.
  • WANG Dong-wei, YOU Yong, LIU Jin-feng, SUN Hao, WANG Zhuang
    2023, 20(10): 2822-2834.
    The use of open-type check dams in mountainous areas has become common practice in order to mitigate the effects of debris flow and extend the service life of engineering structures. The beam dam, a common debris flow control system, has received less attention in research on the impact process of debris flow and check dams compared to solid check dams. Additionally, the estimation of impact pressure in debris flow primarily considers debris flow characteristics, without taking into account the influence of geometric characteristics of the transmission structure. To better understand the impact process of debris flow on beam dams, a series of small-scale debris flow impact tests were conducted in a model flume. Key parameters, including velocity, depth, and impact pressure, were measured. The results show that the maximum impact pressure of debris flow is affected by both the characteristics of the debris flow and the relative opening size of the beam dam. Due to flow and edge occlusion in the middle of the beam dam, the discharge of debris flow is enhanced, resulting in a longer impact process and higher maximum impact pressure. Based on these findings, a calculation model of the maximum impact pressure of debris flow at the midpoint of the middle beam is proposed, which can be used to estimate the impact of debris flow on the discharge part of the beam dam.
  • RUAN He-chun, CHEN Hua-yong, CHEN Xiao-qing, ZHAO Wan-yu, CHEN Jian-gang, WANG Tao, JIANG Yao, Wang Xi-an, Li Xiang-ning, LI Xiao, YU Yun-han
    2023, 20(10): 2835-2851.
    The debris flow dam is a common type of barrier dams, which shows significant differences from other types of barrier dam such as landslide dam, moraine dam in their formation processes, dam body shapes, and internal compositions. The basic breaching parameters such as flood peak discharge are vital indicators of risk assessment. In this study, we elucidated the failure process of the debris flow dam through the flume experiment, and built the calculation equation of the breaching parameters by selecting critical factors. The result shows that the overtopping failure process of the debris flow dam is capable of forming significantly retrogressive scarps, and the failure process experiences three stages, the formation of the retrogressive scarp, the erosion of the retrogressive scarp, and the decline of the retrogressive scarp. Five factors used for establishing the calculation equations for peak discharge(Qp), final width(Wb) of the breach, and duration(T) of the debris flow dam failure are dam height(h), reservoir capacity(V), the fine grain content(P0.075) of the soil, the nonuniformity coefficient(Cu) of the soil, and the upper limit grain size(D90) of the soil, respectively. In the three equations, the correlation coefficients between Qp, Wb, T and the five factors were 0.86, 0.70, 0.63, respectively. The equations still need to be modified and verified in actual cases.
  • SHUI Kuan, HOU Ke-peng, HOU Wen-wen, SUN Jun-long, SUN Hua-fen
    2023, 20(10): 2852-2868.
    The safety factor is a crucial quantitative index for evaluating slope stability. However, the traditional calculation methods suffer from unreasonable assumptions, complex soil composition, and inadequate consideration of the influencing factors, leading to large errors in their calculations. Therefore, a stacking ensemble learning model(stacking-SSAOP) based on multi-layer regression algorithm fusion and optimized by the sparrow search algorithm is proposed for predicting the slope safety factor. In this method, the density, cohesion, friction angle, slope angle, slope height, and pore pressure ratio are selected as characteristic parameters from the 210 sets of established slope sample data. Random Forest, Extra Trees, AdaBoost, Bagging, and Support Vector regression are used as the base model(inner loop) to construct the first-level regression algorithm layer, and XGBoost is used as the meta-model(outer loop) to construct the second-level regression algorithm layer and complete the construction of the stacked learning model for improving the model prediction accuracy. The sparrow search algorithm is used to optimize the hyperparameters of the above six regression models and correct the over-and underfitting problems of the single regression model to further improve the prediction accuracy. The mean square error(MSE) of the predicted and true values and the fitting of the data are compared and analyzed. The MSE of the stacking-SSAOP model was found to be smaller than that of the single regression model(MSE = 0.03917). Therefore, the former has a higher prediction accuracy and better data fitting. This study innovatively applies the sparrow search algorithm to predict the slope safety factor, showcasing its advantages over traditional methods. Additionally, our proposed stacking-SSAOP model integrates multiple regression algorithms to enhance prediction accuracy. This model not only refines the prediction accuracy of the slope safety factor but also offers a fresh approach to handling the intricate soil composition and other influencing factors, making it a precise and reliable method for slope stability evaluation. This research holds importance for the modernization and digitalization of slope safety assessments.
  • IM Sergei
    2023, 20(10): 2869-2884.
    An analysis of the changes in vegetation cover on the territory of the Republic of Khakassia in 2000–2021 due to climatic trends was carried out based on the MODIS data. The changes in vegetation cover were estimated based on trends in Normalized Difference Vegetation Index(NDVI) and Enhanced Vegetation Index(EVI). In general, in the 21st century,an increase in the biomass of vegetation cover is observed. Positive trends were observed in 16%–22% of the territory, and negative only in 1%–3%. For about 20% of the analyzed territory, a significant influence of climate on the changes in vegetation cover was revealed. The most pronounced negative impact on vegetation cover was caused by summer air and soil temperatures, spring temperature, and summer winds, and the positive impact was caused by summer precipitation and soil moisture. The response of the vegetation cover to climate was non-uniform concerning the topography. Thus, a significant correlation with the amount of precipitation was observed for ~20%–35% of vegetation growing below 600 m above sea level and for less than 5% above this elevation. The negative effect of summer temperatures on plants prevailed mainly at an elevation below ~1400 m above sea level. Projected climate change is likely to lead to significant degradation of vegetation in the steppe and foreststeppe in Khakassia in the coming decades.
  • GAO Xiang, HUANG Xing-xing, CHANG Shu-hang, DANG Qian-wen, WEN Rui-yang, LO Kevin, LI Jie, YAN An
    2023, 20(10): 2885-2897.
    Water conservation is one of the most important ecosystem functions. This study uses the InVEST model to examine the water conservation function of the Qilian Mountain National Park(QMNP), an important water supply area in northwest China. We analyzed the spatiotemporal water conservation patterns of QMNP from 1988 to 2019. It showed that the water conservation capacity in QMNP has increased over the past 32 years, reaching a peak of 6.495×108 m3 in 2019. The area with an increased water conservation capacity is 12 times larger than the area with a reduced capacity. We also examined how climatic, land-use, vegetation coverage, and topographical factors influence water conservation functions. We found that precipitation is the main climatic factor in water conservation. The water conservation function also varies with land-cover type, with forests having the highest capacity, followed by grasslands. Lastly, topographical factors, including altitude and slope, also shape the spatial patterns of water conservation functions in QMNP.
  • W.D.K.V.NANDASENA, Lars BRABYN, Silvia SERRAO-NEUMANN
    2023, 20(10): 2898-2912.
    The use of freely-available multi-source imagery for mapping vegetation in montane terrain is important for many developing countries that do not have the funding for high-resolution data capture. Radar images are also now freely available and include Sentinel-1 in dual polarisation, and PALSAR-2. These images can penetrate cloud cover and provide the advantage of acquiring data in a cloudy tropical region. This research evaluated whether the addition of radar with optical and topographic data improves classification accuracy in a montane region in Sri Lanka. Six classification experiments were designed based on different combinations of image data to test whether radar data improved land cover classification accuracy compared with optical data alone. Random forest classifier in the Google Earth Engine has been utilised to classify the tropical montane vegetation. The results indicate that radar or optical data alone cannot obtain satisfactory results. However, when combining radar with optical data the overall accuracy increased by approximately 5%, and by an additional 2% when topography data were added. The highest accuracy(92%) was achieved with multiple imagery, and adding the vegetation indices improved the model slightly by 0.3%. In addition, feature importance analysis showed that radar data makes a significant contribution to the classification. These positive outcomes demonstrate that freely-accessible multi-source remotely-sensed data have impressive capability for vegetation mapping, and support the monitoring and managing of forest ecological resources in tropical montane regions.
  • DONG Han-chuan, LIU Shuang, PANG Li-li, TAO Zhi-gang, FANG Li-de, ZHANG Zhong-hua, LI Xiao-ting
    2023, 20(10): 2913-2927.
    Glacier disasters occur frequently in alpine regions around the world, but the current conventional geological disaster measurement technology cannot be directly used for glacier disaster measurement. Hence, in this study, a distributed multi-sensor measurement system for glacier deformation was established by integrating piezoelectric sensing, coded sensing, attitude sensing technology and wireless communication technology. The traditional Modbus protocol was optimized to solve the problem of data identification confusion of different acquisition nodes. Through indoor wireless transmission, adaptive performance analysis, error measurement experiment and landslide simulation experiment, the performance of the measurement system was analyzed and evaluated. Using unmanned aerial vehicle technology, the reliability and effectiveness of the measurement system were verified on the site of Galongla glacier in southeastern Tibet, China. The results show that the mean absolute percentage errors were only 1.13% and 2.09% for the displacement and temperature, respectively. The distributed glacier deformation real-time measurement system provides a new means for the assessment of the development process of glacier disasters and disaster prevention and mitigation.
  • Seema RANI, Jyotsna SINGH, Subhash SINGH, Purushottam TIWARI, Suraj MAL
    2023, 20(10): 2928-2945.
    Precipitable Water Vapor(PWV) constitutes a pivotal parameter within the domains of atmospheric science, and remote sensing due to its profound influence on Earth's climate dynamics and weather patterns. It exerts a significant impact on atmospheric stability absorption and emission of radiation, thus engendering alterations in the Earth's radiative equilibrium. As such, precise quantification of PWV holds the potential to enhance weather prognostication and fortify preparedness against severe meteorological phenomena. This study aimed to elucidate the spatial and temporal changes in seasonal and annual PWV across the Indus River Basin and its sub-basins using ERA5 reanalysis datasets. The present study used ERA5 PWV(entire atmospheric column), air temperature at 2 m(t2m) and 500 hPa(T_500hPa), evapotranspiration, and total cloud cover data from 1960 to 2021. Theil Sen slope estimator and Mann-Kendall test were used for trend analysis. Correlation and multiple regression methods were used to understand the association of PWV with other factors. The findings have unveiled the highest increase in mean PWV during the monsoon(0.40 mm/decade), followed by premonsoon(0.37 mm/decade), post-monsoon(0.27 mm/decade), and winter(0.19 mm/decade) throughout the study period. Additionally, the mean PWV exhibited the most pronounced positive trend in the sub-basin Lower Indus(LI), followed by Panjnad(P), Kabul(K), and Upper Indus(UI) across all seasons, except winter. Annual PWV has also risen in the Indus basin and its sub-basins over the last six decades. PWV exhibits a consistent upward trend up to an elevation of 3500 m within the basin which is most pronounced during the monsoon season, followed by the pre-monsoon. The escalating PWV within the basin is reasonably ascribed to increasing air temperatures, augmented evapotranspiration, and heightened cloud cover. These findings hold potential utility for pertinent authorities engaged in water resource management and planning.
  • Jacques Bertrand ONANA, Bernard NJOM, Fran?ois Mvondo OWONO, Mero YANNAH, Thierry Abou'ou ANGO, Joseph Mvondo ONDOA
    2023, 20(10): 2946-2974.
    The Yaounde Group(YG), representing the southern edge of the North Equatorial PanAfrican Belt, consists of quartzites, schists, micaschists, amphibolites, gneisses and migmatites. Tectonism has formed a landscape characterized by the development of linear and folded valleys and ridges, fault scarps, V-shaped valleys, incised rivers and knickpoints. These landforms constitute important markers of the regional tectonic activity, which have been computed from spatial sources such as SRTM, DEM, hydrographical networks and geomorphic indices such as AF, T, Smf, Vf, Bs, Hi, U, SI and Li. The results highlighted a mature relief consisting of asymmetric basins generated by tilting and uplift phenomena. The relative index of active tectonics(RIAT) has been estimated from an average of eight geomorphic indices evaluated on 24 subbasins, in the study area. Four classes have been defined: class 1(1.38), very high active(1.0 ≤ RIAT < 1.5); class 2(1.50-1.88), high active(1.5 ≤ RIAT < 2.0); and class 3(2.00-2.13) moderate active(2.0 ≤ RIAT < 2.5). These three classes, respectively covering 10.20%(458 km2), 80.10%(3595 km2) and 9.69%(435 km2) of the study area, have shown a highly active tectonic zone, and imply the existence of a neotectonic event in the YG. This tectonic unit(YG) was also affected by the dextral NW-SE strike-slip faulting, which cross-cut the Sanaga Shear Zone(SSZ) at Ebebda and the foliation oriented NW-SE. The tilting and uplift of rocks related to Moho ascending are responsible for crustal thinning in the Cameroon basement, more important to the Adamawa Plateau from the Cretaceous age and the reactivation of existing tectonic accidents. The presence of hills, fault scarps, reverse faults, knickpoints, V and U shaped valleys and rounded mountains testify to the interaction between tectonic uplift, lithology, climate, weathering and erosion.
  • Mohammad Sajjad GHAVAMI, Shamsollah AYOUBI, Mohammad Reza MOSADDEGHI, Salman Naimi
    2023, 20(10): 2975-2992.
    Knowledge about the spatial distribution of the soil physical and mechanical properties is crucial for soil management, water yield, and sustainability at the watershed scale; however, the lack of soil data hinders the application of this tool, thus urging the need to estimate soil properties and consequently, to perform the spatial distribution. This research attempted to examine the proficiency of three machine learning methods(RF: Random Forest; Cubist: Regression Tree; and SVM: Support Vector Machine) to predict soil physical and mechanical properties, saturated hydraulic conductivity(Ks), Cohesion measured by fall-cone at the saturated(Psat) and dry(Pdry) states, hardness index(HI) and dry shear strength(SS) by integrating environmental variables and soil features in the Zayandeh-Rood dam watershed, central Iran. To determine the best combination of input variables, three scenarios were examined as follows: scenario Ⅰ, terrain attributes derivative from a digital elevation model(DEM) + remotely sensed data; scenario Ⅱ, covariates of scenario Ⅰ + selected climatic data and some thematic maps; scenario Ⅲ, covariates in scenario Ⅱ + intrinsic soil properties(Clay, Silt, Sand, bulk density(BD), soil organic matter(SOM), calcium carbonate equivalent(CCE), mean weight diameter(MWD) and geometric weight diameter(GWD)). The results showed that for Ks, Psat Pdry and SS, the best performance was found by the RF model in the third scenario, with R~2= 0.53, 0.32, 0.31 and 0.41, respectively, while for soil hardness index(HI), Cubist model in the third scenario with R~2= 0.25 showed the highest performance. For predicting Ks and Psat, soil characteristics(i.e. clay and soil SOM and BD), and land use were the most important variables. For predicting Pdry, HI, and SS, some topographical characteristics(Valley depth, catchment area, mltiresolution of ridge top flatness index), and some soil characteristics(i.e. clay, SOM and MWD) were the most important input variables. The results of this research present moderate accuracy, however, the methodology employed provides quick and costeffective information serving as the scientific basis for decision-making goals.
  • Binod BANIYA, TANG Qiu-hong, Bhupati NEUPANE, XU Xi-meng, HE Li, Tirtha Raj ADHIKARI, Seyed Rashid Fallah SHAMSI, Yam Prasad DHITAL
    2023, 20(10): 2993-3009.
    Rainfall erosivity is an indicator of rainfall potential to cause soil erosion. The Melamchi extreme flood occurred on June-15 and recurred on July-31, 2021 in Nepal. During these flooding events, a large volume of sediments were eroded, transported and deposited due to the high rainfall erosivity of the basin. In this study, the temporal and the spatial distribution of rainfall erosivity within the Melamchi River Basin was estimated and further linked to sediment discharge and concentration at various sites along the river segments. The daily rainfall data for the event year 2021 of the entire basin were used. Validation was performed by post-flooding grain size sampling. The result showed that rainfall and rainfall erosivity exhibit pronounced intensity within the Melamchi River basin, particularly at Sermathang and Tarkeghang, both located in the middle section of the basin. The average annual rainfall in the Melamchi region was 3140.39 mm with an average annual erosivity of 18302.06(MJ mm)/(ha h yr). The average daily erosivity of the basin was 358.67(MJ mm)/(ha h) during the first event and 1241(MJ mm)/(ha h) for the second event. In the upper section of sampling, the sediment size ranged from 0.1 mm to >8 mm and was poorly graded. However, the lower region had smaller sediment ranging from 0.075 mm to >4.75 mm and also well graded. The smaller size(<1 mm) sediment passing was much higher in the Chanaute(78%) and Melamchi(66.5%) river segments but the larger size(>100 mm) sediments were passed relatively higher from the Kiwil(8.20%) and Ambathan(8.39%) river segments. During premonsoon and monsoon seasons, the highest sediment concentration was found to be 563.8 g/L and 344.3 g/L in Bhimtar and the lowest was 238.5 g/L and 132.1 g/L at the Ambathan, respectively. The sediment concentration during the pre-monsoon was found to be higher than the sediment concentration during the monsoon season in the Melamchi River. The more erosive regions in the basin were associated with the presence of highly fractured rock, weathered rocks and a thrust(weak) zone. The higher rainfall erosivity at upstream and the higher sediment concentration at downstream during flooding events have coincided well in the basin. Thus, the estimation of rainfall erosivity at the catchment scale and its influences on sediment concentration in the river are crucial for erosion control measures during flooding times in the Himalaya.
  • QIN Xiao-jing, NIE Xiao-jun, WANG Xiao-dan, HONG Jiang-tao
    2023, 20(10): 3010-3017.
    The response of vegetation productivity to precipitation is becoming a worldwide concern. Most reports on responses of vegetation to precipitation trends are based on the growth season. In the soil freeze/thaw process, the soil water phase and heat transport change can affect root growth, especially during the thawing process in early spring. A field experiment with increased precipitation(control, increased 25% and increased 50%) was conducted to measure the effects of soil water in early spring on above-and below-ground productivity in an alpine steppe over two growing seasons from June 2017 to September 2018. The increased 50% treatment significantly increased the soil moisture at the 10 cm depth, there was no difference in soil moisture between the increased 25% treatment and the control in the growing season, which was not consistent in the freeze/thaw process. Increased soil moisture during the non-growing season retarded root growth. Increased precipitation in the freezing-thawing period can partially offset the difference between the control and increased precipitation plots in both above-and below-ground biomass.
  • Razieh ABBASPOUR, Seyed Morteza MOUSAVI, Ahmad RASHIDI, Mohammad Mahdi KHATIB, Shahram SHAFIEIBAFTI
    2023, 20(10): 3018-3034.
    The Shotori mountain range is located along the northern terminus of the Nayband fault on the eastern and western domains of the Tabas and Lut blocks, respectively. This range with NNW-SSE trending and approximately 120 km long includes a series of thrust faults approaching the right-lateral strike-slip Nayband fault. Since the Shotori range has experienced various geological events since the Triassic, our investigations suggest that the basement of the Central Iranian subcontinent of the Shotori range contains the early Triassic deep sedimentary with normal faults which confirms Triassic tensional tectonic stress regime in the region. After the middle Triassic, the mountain range has experienced thrust and strike-slip regimes. Therefore, in this study, we reconstruct the stress regimes for different geological periods using fault-slip data. The inversion of faultslip data reveals drastic temporal changes in the maximum stress regime(σ1) over the Triassic,Jurassic, Cretaceous, Paleogene, Neogen, and Quaternary. The reconstruction of the stress field based on the age and direction of fault movement reveals that the direction of the maximum horizontal stress axis(σ1) under a tensional stress regime was approximately N129° in the Early Triassic. This stress regime is the cause of thinning and subsidence of the Shotori sedimentary basin. During the middle Triassic, the σ1 direction was about N81° and the upper Triassic, the σ1 direction was almost N115°. The middle Triassic and upper Triassic stress states exhibited two distinct strike-slip and compressive stress regimes. This stress regime led to the uplift of the Shotori sedimentary basin. During the Jurassic, the direction of the maximum horizontal stress axis(σ1) was ~NW-SE under a compressive stress regime. During the Triassic, the σ1 direction was ~N-S. This stress regime led to the formation of the high topography of the Shotori Mountain Range. In the Late Cretaceous, the direction of the maximum horizontal stress axis(σ1) under the extensional stress regime was ~NE-SW. This stress regime led to the uplift of the Paleogen Dacite in eastern Iran. During the Neogene, the σ1 direction was ~N60°. The Quaternary tectonic regime is strike-slip and the σ1 direction is ~N50°, consistent with the current convergence direction of the Arabia–Eurasia plates. Our paleostress analysis reveals four recognized stress in this area, which includes compressional, transtensional, transpressional, and strike-slip regimes. Our findings indicated that the crustal diversity of the tectonic regimes was responsible for the formation of various geological structures, such as folds, faults by different mechanisms, and the present-day configuration of the Shotori sedimentary basin.
  • LIU Wen-jun, LING Tong-hua, LIU Xian-jun, HE Wen-chao
    2023, 20(10): 3035-3050.
    In extreme cold regions, a thermal insulation layer(TIL) is commonly employed to mitigate the detrimental effects of frost heaving forces in tunnels. Optimizing the laying scheme of TIL, specifically minimizing frost heaving forces, holds considerable importance in the prevention of frost damage. This research developed a two-dimensional unsteady temperature field of circular tunnels by using the difference method(taking the off-wall laying method as an example) based on the law of conservation of energy. Then, the frozen circle and water migration coefficient were introduced to establish the relationship between the temperature field and frost heaving forces, and a reliable methodology for calculating these forces under the specific conditions of TIL installation was developed. Then(i) the influence of the air layer thickness of the off-wall laying method,(ii) different laying methods of TIL,(iii) the TIL thickness,(iv) the thermal conductivity of the TIL, and(v) the freeze-thaw cycles on the frost heaving force were investigated. The results showed that the frost heaving force served as a reliable and effective metric for evaluating the insulation effect in tunnels. In order to avoid frost damage in compliance with the design requirements, the insulation effects from various laying methods were established, in descending efficacy order as follows: off-wall laying, double layer laying, surface laying, and sandwich laying. Our findings revealed that the optimal thickness for the air layer in the offwall laying method was 0.10 m. The insulation effect of materials with a thermal conductivity below 0.047 W/(m·°C) was furthermore found to be good. Under freeze-thaw cycle conditions, it is concluded that to prevent frost damage, the TIL thickness should be the sum of the thickness r1 of the first freeze-thaw cycle without frost heaving forces and an additional reserve value 0.06r1 of the TIL thickness.
  • SUN Xiao-ming, WANG Jian, ZHANG Yong, ZHAO Wen-chao, GUO Zhi-biao, HE Man-chao, CHEN Feng, MIAO Cheng-yu
    2023, 20(10): 3051-3065.
    The study focuses on the stability control measures for mining roadways in fault zones of deep mines, using Daqiang Coal Mine as a case study. The control system under consideration, referred to as "pre-splitting cutting roof + NPR anchor cable"(PSCR-NPR), is subjected to scrutiny through theoretical analysis, numerical modelling, and field trials. Furthermore, a comprehensive analysis is undertaken to evaluate the stability control mechanism of this particular technology. The study provides evidence that the utilization of deep-hole directional energy-concentrated blasting facilitates the attainment of directional roof cutting in roadways. The aforementioned procedure leads to the formation of a uniform structural surface on the roof of the roadway and causes modifications in the surrounding geological formation. The examination of the lateral abutment pressure and shear stress distribution, both prior to and subsequent to roof cutting, indicates that the implementation of pre-splitting techniques leads to a noteworthy reduction in pressure. The proposition of incorporating the safety factor Q for roof cutting height is suggested as a method to augment comprehension of the pressure relief phenomenon in the field of engineering. The analysis of numerical simulation has indicated that the optimal pressure relief effect of a mining roadway in a fault area is attained when the value of Q is 1.8. The NPR anchor cable exhibits noteworthy characteristics, including a high level of prestress, continuous resistance, and substantial deformation. After the excavation of the roadway, a notable reduction in radial stress occurs, leading to the reinstatement of the three-phase stress state in the surrounding rock. This restoration is attributed to the substantial prestress exerted on the radial stress. The termination point of the NPR anchor cable is strategically positioned within a stable rock formation, allowing for the utilization of the mechanical characteristics of the deep stable rock mass. This positioning serves to improve the load-bearing capacity of the surrounding rock. The mining roadway within the fault region of Daqiang Coal Mine is outfitted with the PSCR-NPR technology. The drop in shear stress experienced by the rock surrounding the roadway is estimated to be around 30%, whilst the low-stress region of the mining roadway extends by a factor of approximately 5.5. The magnitude of surface displacement convergence experiences a decrease of approximately 45%-50%. The study's findings provide useful insights regarding the stable of mining roadway in characterized by fault zones.
  • MA Shao-kun, HE Ben-fu, MA Min, HUANG Zhen, CHEN Sheng-jia, YUE Huan
    2023, 20(10): 3066-3083.
    To improve the soil and water stability of expansive soil slopes and reduce the probability of slope failure, novel protection systems based on polymer waterproof coatings(PWC) were used in this study. Herein, three groups of expansive soil slope model tests were designed to investigate the effects of polyester nonwovens and PWC(P-PWC) composite protection system, three-dimensional vegetation network and PWC(T-PWC) composite protection system, and nonprotection on the soil and water behavior in the slopes under precipitation–evaporation cycles. The results showed that the moisture change of P-PWC and T-PWC composite protected slopes was significantly smaller than that of bare slope, which reduced the sensitivity of slope moisture to environmental changes and improved its stability. The soil temperature of the slope protected by the P-PWC and T-PWC systems at a depth of 70 cm increased by 5.6°C and 2.7°C, respectively. Using PWC composite protection systems exhibited better thermal storage performance, which could increase the utilization of shallow geothermal resources. Moreover, the maximum average crack widths of the bare slopes were 7.89 and 3.17 times those of the P-PWC and TPWC protected slopes, respectively, and the maximum average crack depths were 6.87 and 3 times those of the P-PWC and T-PWC protected slopes, separately. The PPWC protection system weakened the influence of hydro–thermal coupling on the slopes, inhibited the development of cracks on the slopes, and reduced the soil erosion. The maximum soil erosion of slopes protected by P-PWC and T-PWC systems was 332 and 164 times lower than that of bare slope, respectively. The P-PWC and T-PWC protection systems achieved excellent "anti-seepage and moisture retention" and anti-erosion effects, thus improving the soil and water stability of slopes. These findings can provide important guiding reference for controlling rainwater infiltration and soil erosion in expansive soil slope projects.
  • WANG Jiong, LIU Peng, HE Man-chao, LIU Yi-peng, DU Chang-xin
    2023, 20(10): 3084-3100.
    Under the dual influence of the mining disturbance of the previous working face and the advanced mining of the working face, the roadway is prone to large deformation, failure, and rockburst. Roadway stabilization has always significantly influenced deep mining safety. In this article we used the research background of the large deformation failure roadway of Fa-er Coal Mine in Guizhou Province of China to propose two control methods: bolt-cable-mesh + concrete blocks + directional energy-gathering blasting(BCM-CBDE method) and 1st Generation-Negative Poisson's Ratio(1G NPR) cable + directional energy-gathering blasting + dynamic pressure stage support(π girder + single hydraulic prop + retractable U steel)(NPR-DEDP method). Meantime, we compared the validity of the large deformation failure control method in a deep gob-side roadway based on theoretical analysis, numerical simulations, and field experiments. The results show that directional energy-gathering blasting can weaken the pressure acting on the concrete blocks. However, the vertical stress of the surrounding rock of the roadway is still concentrated in the entity coal side and the concrete blocks, showing a 'bimodal' distribution. BCM-CBDE method cannot effectively control the stability of the roadway. NPR-DEDP method removed the concrete blocks. It shows using the 1G NPR cable with periodic slipping-sticking characteristics can adapt to repeated mining disturbances. The peak value of the vertical stress of the roadway is reduced and transferred to the deep part of the surrounding rock mass, which promotes the collapse of the gangue in the goaf and fills the goaf. The pressure of the roadway roof is reduced, and the gob-side roadway is fundamentally protected. Meantime, the dynamic pressure stage support method with π girder + single hydraulic prop + retractable U steel as the core effectively protects the roadway from dynamic pressure impact when the main roof is periodically broken. After the on-site implementation of NPR-DEDP method, the deformation of the roadway is reduced by more than 45%, and the deformation rate is reduced by more than 50%.
  • ZHU Heng-zhong
    2023, 20(10): 3101-3120.
    A comprehensive study was undertaken at Jiaozi coal mine to investigate the development regularity of ground fissures in shallow buried coal seam mining with Karst landform,shedding light on the development type, geographical distribution, dynamic development process, and failure mechanism of these ground fissures by employing field monitoring, numerical simulation, and theoretical analysis. The findings demonstrate that ground fissure development has an obvious feature of subregion, and its geographical distribution is significantly affected by topography. Tensile type, open type, and stepped type are three different categories of ground fissure. Ground fissures emerge dynamically as the panel advances, and they typically develop with a distance of less than periodic weighting step distance in advance of panel advancing position. Ground fissures present the dynamic development feature, temporary fissure has the ability of self-healing. The dynamic development process of ground fissure with closed-distance coal seam repeated mining is expounded, and the development scale is a dynamic development stage of “closure → expansion → stabilized” on the basis of the original development scale. From the perspective of topsoil deformation, the computation model considering two points movement vectors towards two directions of the gob and the ground surface is established, the development criterion considering the critical deformation value of topsoil is obtained. The mechanical model of hinged structure of inclined body is proposed to clarify the ground fissure development, and the interaction between slope activity and ground fissure development is expounded. These research results fulfill the gap of ground fissures about development regularity and formation mechanism, and can contribute to ground fissure prevention and treatment with Karst landform.