过刊目录

  • 2023年, 20卷, 第09期
    刊出日期:2024-06-19
      

  • 全选
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  • Victor SOTO, Hugo DELGADO-GRANADOS, Carlos M.WELSH, Kenji YOSHIKAWA
    2023, 20(09): 2453-2467.
    Despite being within the intertropical region of the planet, the Mexican territory still has glacier-covered mountains. In recent decades,important advances have been made in studies on glaciology and periglacial environment in Mexico both for current and past conditions. However, in spite of Cofre de Perote volcano(4200 m a.s.l.) being a strategically located mountain, it has not yet been studied in regards to the glacial and periglacial processes; in fact, those dynamics have modified the mountain massifs in the past. To complement the series of studies on glacial history in the high mountain environment of México, this study reconstructs the glacial cover and the periglacial environment of the volcano surface during the final stage of the Late Pleistocene based on climatic retrospective and through the identification of geomorphological features. The findings indicate the existence of a large glacier(ice cap) that covered the northern, western, and southern slopes of the mountain; while in the eastern sector there were two small glaciers, one being of cirque type, and the other of valley type. The current temperature conditions prevent the occurrence of permanent ice bodies; at the same time, it was found that the periglacial blockfields of the slopes is a legacy of the climatic conditions that prevailed at the end of Late Pleistocene.
  • Debbie JEWITT, Craig D.MORRIS, Tim G.O'CONNOR, Michelle J.TEDDER
    2023, 20(09): 2468-2486.
    Anticipating global change impact on natural vegetation, especially in poorly researched systems, requires an understanding of the environmental factors that most strongly influence the organisation of plant communities at different scales. The environmental relations of plant communities in the Drakensberg mountains of South Africa remain poorly researched. This study investigated the influence of selected environmental determinants on the dominant species of plant community organisation in this area. In order to provide an overview of the influence of the environment on botanical composition and plant diversity, this study, conducted as four discrete exercises, investigated the interplay of altitude, aspect and slope on the abundance of selected species, and to examine the influence of latitude, geological substrate and local topography on species composition. Plant diversity showed no pattern of response to investigated environmental variables.Species composition was related to temperature and solarradiation variables. High altitude sites facing east were distinct for non-graminoid species. Altitude and latitude exerted a pronounced effect on species composition,confounded by longitude and precipitation gradients. Geological substrate, in concert with slope steepness and orientation,influenced composition, restricting the abundance but not distribution of some grasses.Highly individualistic responses were found for C_3, C_4, and non-graminoid species in relation to altitude, slope and aspect. Slope and aspect mediate the effects of altitude and hence temperature for some species. This study has demonstrated the complexity of drivers influencing species and compositional distribution in the Drakensberg and permits a preliminary consideration of potential changes in the composition and dominance structure of mid-elevation grasslands in response to climate change. The dominant grass species were widespread across environmental gradients, occupying currently warm, cool, moist and dry habitats. Hence, we predict that these midelevation C_4 grasslands will persist in the face of current patterns of climate change provided they are not unduly impacted by other global change threats such as altered fire regimes and nutrient deposition.This prediction is, however, unlikely to apply to the herbaceous dicotyledons and non-graminoid monocotyledons, a component which contributes 78% towards species richness. This study could not make a critical assessment of the non-graminoid species owing to their low frequency of occurrence and low abundance in our plot-based sampling approach.Further monitoring and a targeted sampling approach is is required in future.
  • DIAZ-ROJAS Camila A, PEDROZA-RAMOS Adriana X, BARRERA-HERRERA July A, ROA-FUENTES Camilo A
    2023, 20(09): 2487-2501.
    Research on macroinvertebrate community structure in Andean rivers has been oriented towards describing patterns of alpha and gamma diversity by taking into account environmental predictors at local spatial scales(e.g., micro-and mesohabitats).However, the patterns of beta diversity and the importance of landscape-scale variables have been evaluated to a lesser extent. The objective of this study was to describe the patterns of alpha and beta diversity of benthic macroinvertebrates in the Andean rivers of the Orinoco basin and their relationship with local and landscape environmental variation. A stratified random sampling of macroinvertebrates was carried out at 40 sites(comprising an altitudinal range of between 500 and 2900 m.a.s.l.), local and landscape variables were measured. Our results showed that the variation of alpha diversity was influenced by local and landscape variables, which are directly and indirectly related to the contribution of sediments, substrate composition and flow velocity,providing a heterogeneity of habitats. Global beta diversity was explained by the combined effect of local and landscape variables. Regarding the beta diversity phenomena, turnover was predominant while nestedness presented a minor contribution and both were explained in greater proportion by local descriptors and some landscape variables, specifically those of a geomorphological nature. Our results concur with the view of an environmental and spatial hierarchy within the river habitat and highlight the influence of multiple scales on macroinvertebrate diversity. The above suggests that both local and landscape scales must necessarily be considered for environmental management and the conservation of Andean lotic ecosystems.
  • LUO Bang-lin, LI Jiang-wen, GONG Chun-ming, ZHONG Shou-qin, WEI Chao-fu
    2023, 20(09): 2502-2518.
    Soil erosion control based on county scale Soil and Water Conservation Regionalization(SWCR)is an essential component of China's ecological civilization construction. In SWCR, the quantitative analysis of the spatial heterogeneity and driving factors of soil erosion among different regions is still lacking. It is of great significance for soil erosion control to deeply examine the factors contributing to soil erosion(natural, land use, and socioeconomic factors) and their interaction at the county and regional levels. This study focused on a highly cultivated area, Hechuan District of Chongqing in the Sichuan Basin. The district(with 30 townships) was divided into four soil and water conservation regions(Ⅰ-Ⅳ) using principal component and hierarchical cluster analysis. The driving factors of soil erosion were identified using the geographical detector model. The results showed that ⅰ)the high cultivation rate was a prominent factor of soil erosion, and the sloping farmland accounted for 78.4%of the soil erosion in the study area; ⅱ) land use factors demonstrated the highest explanatory power in soil erosion, and the average interaction of land use factors explained 60.1% of soil erosion in the study area; ⅲ)the interaction between natural factors, socioeconomic factors, and land use factors greatly contributes to regional soil erosion through nonlinear-enhancement of double-factor enhancement. This study highlights the importance of giving special attention to the effects of land use factors on soil erosion at the county scale,particularly in mountainous and hilly areas with extensive sloping farmland and a high cultivation rate.
  • CHEN Mei, GAO Jia-yong, CHEN Hong-lian, JING Jun, LI Rui
    2023, 20(09): 2519-2535.
    Soil erosion is a prominent environmental problem in karst regions.Exploring the spatiotemporal variability of soil erosion and the factors that influence soil erosion is of great significance for regional soil erosion prevention and control. However, the mechanisms influencing the characteristic features of the karst basins, such as bedrock exposure and lithology, still need to be further explored. This study used GIS technology, the Revised Universal Soil Loss Equation model, Getis–Ord Gi*, and partial least squares regression(PLSR)to identify the dominant factors influencing soil erosion and the spatiotemporal variability of soil erosion in 31 sub-basins of the Dabang River Basin(DRB), a typical karst area of Southwest China, from 2010 to 2020. The results indicated that soil erosion in the DRB from 2010 to 2020 was generally decreasing, the mean soil erosion in the DRB in 2010,2015 and 2020 was 18.46, 16.51 and 15.29 t ha~(-1) a~(-1),respectively. During the study period, the area of slight erosion increased by 26.39%(706.54 km~2),while severe erosion enlarged by 26.36 km~2. Spatially,the DRB was primarily affected by medium and slight soil erosion. The hot spot areas of soil erosion(key control areas) were mainly concentrated in the central and southern parts of the basin, decreasing each year,and the area of soil erosion hot pots has decreased from 43.22% to 20.60%. PLSR decoupling results show that elevation, bedrock exposure, land use type,interbedded limestone and clastic rock, and vegetation coverage were identified as the key variables affecting soil erosion, explaining 52.8% of soil erosion variability, with a high value of the Variable Importance on Projection(VIP) more than 1.These results can be used as a reference for comprehensive control of soil erosion and water loss in the basin.
  • ZHAO Ming-wei, QI Jiao-jiao, JU Xiao-xiao, ZHANG Yu-wei, WANG Chun, XU Yan, SUN Jing-lu
    2023, 20(09): 2536-2556.
    The automatic extraction of gullies from digital elevation models(DEMs) has great application value in GIS and hydrology. Many types of algorithms have been developed to address this problem, and the well-known D8(Deterministic eight-node) algorithm has been widely applied and implemented in some commercial GIS software such as ArcGIS. However, a key parameter called flow accumulation threshold(FAT) must be determined in this process. Numerous studies focus on how to determine an optimal value for this parameter but ignore that the optimal threshold varies for different gullies, so the universality of a different optimal threshold parameter determined by different methods is poor.To address this problem, this study designs a parameter called surface concavity index(SC-index)that can describe the shape of gullies from the perspective of surface morphology. Based on this index, the positions of different gullies' heads are identified, and then the flow accumulation matrix calculated by the D8 algorithm is used as auxiliary data to extract the gully network in the research area.In this study, six small watersheds in the Loess Plateau in northern Shaanxi, China, were used as test areas to verify the validity of the proposed method in areas with various landform types. Experimental results show that gully heads in different test areas can be effectively identified by setting different SCindex thresholds that are related to the types of terrain in the test areas. Then, the entire gully network can be extracted in watersheds with the help of a D8 algorithm. The accuracy of the gully network extracted by the new method is better than the contrast method in all test areas. In test areas with a large area of flat land(e.g., Chunhua), the difference between the total length of gullies extracted by the new method and the reference value is-2.77 km, while the corresponding value of the contrast method is 14.50 km. In test areas with large numbers of short gullies(e.g., Jiuyuangou), the difference between the total length of gullies extracted by the new method and the reference value is-2.61 km while the corresponding value of the contrast method is-27.9km. It is pointed out that the new method can not only avoid the extraction of pseudo gullies, but also extract short gullies effectively. Further experimental analysis shows that the dependence of the new method on DEM resolution is significantly weaker than that of the contrast method. Taking Jiuyuangou test area as an example, when the DEM cell size increases from 5 m to 30 m, the total length of gullies extracted by the new method changes only about 1km, while the corresponding value of the contrast method exceeds 20 km.
  • Bhawna NEGI, Kavita KHATRI, Surendra S.BARGALI, Kiran BARGALI, Archana FARTYAL, R.K.CHATURVEDI
    2023, 20(09): 2557-2579.
    Invasive plant Ageratina adenophora(Sprengel) R. King & H. Robinson has invaded majority of the temperate forests in Kumaun, Central Himalaya. Information on A. adenophora invaded forest types, their structural attributes, population demography and regeneration status are still at rudimentary level. Considering this, the present study was conducted to assess the impacts of A.adenophora on vegetational attributes and regeneration status of three forest types, viz., Oak(Quercus oblongata D. Don), Pine(Pinus roxburghii Sarg.) and Cypress(Cupressus torulosa D. Don). We selected three sites for each forest type and each site was further purposively stratified into paired sampling plots of 1 ha each i.e., A. adenophora invaded and uninvaded sites. Our results showed large densities of cut stumps or felled trees throughout invaded sites, but with fewer fire signs in comparison to uninvaded sites. In uninvaded sites,total density and basal area calculated for woody species were relatively higher than those in invaded sites, although results were insignificant(p>0.05).With the exception for Cypress forests, vegetation indices showed low woody species richness and diversity in invaded Oak and Pine forests. Also,regeneration of Q. oblongata, P. roxburghii and C.torulosa tree species did not differ significantly(p>0.05) between invaded and uninvaded sites. These insignificant differences clearly imply that A.adenophora's presence has not entirely changed the perennial plant communities in terms of composition,structure and natural regeneration. However, tree species with poor or no regeneration status requires special attention and needs management strategies involving control of invasive species in forest ecosystems.
  • WEI Meng, SUN Zheng, CUI Bu-li, HE Yang, DONG Zhi-cheng, MENG Ling-xiao
    2023, 20(09): 2580-2591.
    Many of the abandoned mining and industrial land in villages and towns are seriously polluted by heavy metals in China, it is necessary for sustainable development to adopt efficient and economical ways to restore the ecology of abandoned mining and industrial land. Pollution level of topsoil contaminated with metallurgical slag from nonferrous metal smelting waste site in Baoding, North China and the heavy metals(HMs) accumulation behavior of Bidens pilosa L.(B. pilosa, native pioneer plant) were studied. Two selected study sites were mainly contaminated by As(270~434 mg/kg), Cd(63~95 mg/kg), Pb(5496~24504 mg/kg) and Zn(4500~21300 mg/kg), which exceed the national standard severely. Investigation of multi-metal accumulation in different parts of B. pilosa indicated that the absorption of toxic metals varied by types,concentration and species of HMs under stress conditions, soil property and plant tissues. The results showed that B. pilosa had excellent ability to accumulate HMs under different HMs stress condition,with the highest accumulation concentration of 85 mg/kg for As, 380 mg/kg for Cd,4000 mg/kg for Pb, and 7500 mg/kg for Zn in roots under experimental conditions, respectively. The growth trend of B. pilosa declined with the increase of HMs stress concentration in tested soils. HMs stress led to different degrees of plant toxicity and obstruction of physiological metabolism. Among the plant physiological index, Chla and ChlT decreased 28.0% and 28.1%, 37.3% and 35.5% under different stress treatments, respectively. Indicators related to physiological metabolic strength and stress resistance of plant, such as MDA(Malondiadehyde), CAT(catalase), SOD(superoxide dismutase) and SP(soluble protein), all increased with the increase of HMs stress concentration.
  • Vidit TYAGI, Surendra P.SINGH, Ripu Daman SINGH, Surabhi GUMBER, Rajesh THADANI, Rajiv PANDEY
    2023, 20(09): 2592-2602.
    While the need for understanding the effects of topographical factors on forest structure and function is well recognized, comprehensive studies are scarce. This study evaluates the effect of slope aspect and slope position on water relations and forest attributes across six forest types occurring between 400 m and 2600 m altitude in the Central Himalaya(27°-38°N). We found that predawn tree water potential and soil water potential were generally higher on moist north slope aspect(-0.78±0.05 MPa and-3.34±0.18 MPa, respectively) than dry south slope aspect(-0.82±0.18 MPa and-3.77±0.18 MPa,respectively). Across six different forests, these values were higher at hill base(-0.71±0.06 MPa and-2.77±0.19 MPa, tree predawn water potential and soil water potential, respectively) than other topographical positions. The favorable effect of north aspect and hill base was also observed in maintaining soil water and tree water potential during the dry season. Vegetation attributes, such as species richness, unique species and plant density were also generally higher on north slope and hill base than southern aspect and lowest at hill top. Across forest types, the hill base provided shelter to 46 unique species, compared to 16-18 at the other positions, thus emphasizing its importance as refugia for species to survive climate change induced perturbations. The favorable conditions of hill base position not only contribute to increase in alpha diversity, but also to extended species distributional range.
  • Aamir ASGHAR, SU Li-jun, ZHAO Bo, Nadeem Ahmad USMANI
    2023, 20(09): 2603-2627.
    The eastern road section of the ChinaPakistan Economic Corridor(CPEC) traverses the challenging terrain of northern Pakistan, where frequent landslides pose a significant threat to socioeconomic development and infrastructure. However,the insufficient data on landslide hazards presents a substantial challenge to practical mitigation efforts.Therefore, we conducted an extensive study to gain insight into landslide assessment along the Mansehra-Muzaffarabad-Mirpur and Mangla(MMMM) Expressway. This study involved preparing a landslide inventory, analyzing landslide causative factors, and developing landslide susceptibility models(LSMs) using published data, remote sensing interpretations, field excursions and integrated predictive techniques. We first used Pearson's correlation coefficient(PCC), variable importance factors(VIF), and information gain ratio(IGR) to evaluate multicollinearity among the selected landslide causative factors(LCFs). Then, the topographic roughness index(TRI) with VIF > 5 and PCC > 0.7 was considered a redundant factor and thus removed before the data modeling. Finally, we adopted multiple machine-learning methods to analyze landslide susceptibility. The results indicate that the landslide inventory contains 1,776 events, of which 674 were classified based on geometrical and lithological configurations. The IGR results show that the rainfall, lithology, PGA, drainage density, slope,and distance to fault are the most effective LCFs. The AUC values for random forest(RF)(0.901), extreme gradient boosting(XGBoost)(0.884), and K-nearest neighbor(KNN)(0.872) remained higher than evidential belief function(EBF)(0.833), weight of evidence(WoE)(0.820), and certainty factor(CF)(0.810), respectively. The RF model outperformed all other models in terms of prediction. However, these models are accurate but newer in the area; thus,susceptible zones were verified with comprehensive field investigations. The northern and central regions accounted for the high and very high susceptibility classes in the final landslide susceptibility mapping(LSM) compared to the southern areas.
  • WANG Dao-zheng, LIAN Bao-qin, WANG Xin-gang, CHEN Xiao-qing, WANG Jia-ding, WANG Fei
    2023, 20(09): 2628-2643.
    Limited by mining technology, mineral exploitation can produce large amounts of tailings.Heavy summer rainfall or seasonal freeze-thaw can lead to physical and chemical modification of tailing material in mountainous areas, resulting in fluidized tailings flow and severe disaster losses. Therefore,aiming at the problem of tailings fluidization catastrophe, this paper tried to reveal the rheological mechanism of tailings fluidization transformation by combining rheological tests and theoretical analysis.The results show that the yield stress increases with decreasing temperature, and when the density of debris flow(ρ) is more than 1.9 g/cm~3, this behavior becomes more pronounced as the density increases.The storage modulus decreases by at least two orders of magnitude at the solid-fluid transition under amplitude test sweep. Storage and loss modulus in the linear viscoelastic range and yield stress have an exponential growth relationship with sediment concentration. In addition, a stress constitutive relation and a new exponential law describing the evolution of yield stress required for solid-liquid transformation were proposed, and the relationship is further strengthened through a comprehensive analysis of existing results, which expands the evaluation application of the rheological characteristics of tailings flow. This paper provides a new insight into the rheological properties of tailing and how they occur through solid-liquid transition under different environments, which is beneficial to geological hazard prevention and the ecological remediation of the mining area.
  • ZENG Ying, ZHANG Ying-bin, LIU Jing, XU Pei-yi, ZHU Hui, YU Hai-hong, HE Yun-yong
    2023, 20(09): 2644-2664.
    In order to prevent and mitigate disasters,it is crucial to immediately and properly assess the spatial distribution of landslide hazards in the earthquake-affected area. Currently, there are primarily two categories of assessment techniques:the physical mechanism-based method(PMBM),which considers the landslide dynamics and has the advantages of effectiveness and proactivity; the environmental factor-based method(EFBM), which integrates the environmental conditions and has high accuracy. In order to obtain the spatial distribution of landslide hazards in the affected area with near realtime and high accuracy, this study proposed to combine the PMBM based on Newmark method with EFBM to form Newmark-Information value model(N-IV), Newmark-Logic regression model(N-LR) and Newmark-Support Vector Machine model(N-SVM)for seismic landslide hazard assessment on the Ludian Mw 6.2 earthquake in Yunnan. The predicted spatial hazard distribution was compared with the actual cataloged landslide inventory, and frequency ratio(FR), and area under the curve(AUC) metrics were used to verify the model's plausibility,performance, and accuracy. According to the findings,the model's accuracy is ranked as follows: N-SVM>N-LR>N-IV>Newmark. With an AUC value of 0.937, the linked N-SVM was discovered to have the best performance. The research results indicate that the physics-environmental coupled model(PECM)exhibits accuracy gains of 46.406%(N-SVM),30.625%(N-LR), and 22.816%(N-IV) when compared to the conventional Newmark technique. It shows varied degrees of improvement from 2.577% to 12.446% when compared to the single EFBM. The study also uses the Ms 6.8 Luding earthquake to evaluate the model, showcasing its trustworthy in forecasting power and steady generalization. Since the suggested PECM in this study can adapt to complicated earthquake-induced landslides situations, it aims to serve as a reference for future research in a similar field, as well as to help with emergency planning and response in earthquakeprone regions with landslides.
  • LI Xia, CHENG Jiu-Long, YU De-Hao
    2023, 20(09): 2665-2679.
    Landslide risk assessment(LRA) is of great significance to hazard prevention and mitigation.However, the historical landslide information is incomplete in most areas, which makes the landslide quantitative risk assessment(LQRA) extremely difficult. This research proposed a set of frameworks for LQRA, so as to achieve LQRA in areas with incomplete historical landslide information. Firstly, we constructed the convolutional neural network(CNN)model suitable for landslide susceptibility assessment(LSA) by studying the structure and hyperparameters optimization of CNN. Secondly, we proposed a method to calculate the temporal probability by using the Poisson model based on the time range of historical landslides occurrence, and then conducted landslide hazard assessment(LHA). Then, we established a mathematical model for landslide intensity of shallow landslide based on landslide area and slope, aiming at solving the problem that it is difficult to calculate landslide intensity due to the lack of landslide volume and velocity. Based on the landslide intensity and the hazard-resistant capacity of the element at risk, we assessed the landslide vulnerability. Finally,population risk map and economic risk map are obtained based on the landslide hazard, vulnerability,and estimated value of the elements at risk. The proposed LQRA framework was applied to Tumen City,China for testing and field validation. From the results,the CNN model built can help improve the accuracy of LSA. The proposed temporal probability calculation method is conducive to the completion of LHA in areas with incomplete historical landslide information. The established landslide intensity mathematical model has certain credibility. Since the landslide risk map is obtained through appropriate simplification and substitution estimation, its final value cannot be used as an accurate prediction of future losses, but it can be used as a reference for the extent of potential losses, so as to determine the areas where hazard prevention and mitigation measures need to be taken.
  • LIU Yong, XU Qing-jie, LI Xing-rui, YANG Ling-feng, XU Hong
    2023, 20(09): 2680-2691.
    Compared with the study of single point motion of landslides, studying landslide block movement based on data from multiple monitoring points is of great significance for improving the accurate identification of landslide deformation.Based on the study of landslide block, this paper regarded the landslide block as a rigid body in particle swarm optimization algorithm. The monitoring data were organized to achieve the optimal state of landslide block, and the 6-degree of freedom pose of the landslide block was calculated after the regularization. Based on the characteristics of data from multiple monitoring points of landslide blocks, a prediction equation for the motion state of landslide blocks was established. By using Kalman filtering data assimilation method, the parameters of prediction equation for landslide block motion state were adjusted to achieve the optimal prediction. This paper took the Baishuihe landslide in the Three Gorges reservoir area as the research object. Based on the block segmentation of the landslide, the monitoring data of the Baishuihe landslide block were organized,6-degree of freedom pose of block B was calculated,and the Kalman filtering data assimilation method was used to predict the landslide block movement.The research results showed that the proposed prediction method of the landslide movement state has good prediction accuracy and meets the expected goal. This paper provides a new research method and thinking angle to study the motion state of landslide block.
  • CHEN Yang, SHU Bo, CHEN Yu, HU Jin-hao, WEI Dong
    2023, 20(09): 2692-2707.
    Remote mountainous villages are at risk of falling back into poverty, despite having been lifted out of extreme poverty. However, there has been a lack of focus on the factors contributing to povertyreturn in these villages, which making it difficult to understand the risks and their underlying causes.This study investigates the spatial distribution of 546 key assistance villages(KAVs) in the Liangshan mountainous region, a former poverty-stricken area,using the average nearest neighbor(ANN) and kernel density estimation(KDE) methods. Linear regression and geographically weighted regression(GWR)models are then employed to analyze the relationship between the KAVs' economy and potential povertyreturning factors. The results show that KAVs are primarily located in elevation ranges of 1800-2500 m(31.87%), with slopes of 6°-15°(42.67%) and 2-3 km from the township(28.94%). The distribution of KAVs exhibits distinct spatial clustering, forming four gathering areas. Several factors impact the KAVs' economy positively, including the normalized difference vegetation index(NDVI), built-up area,grassland, and education facilities, while elevation has a negative effect. The built-up area has the most critical impact on the rural economy, followed by NDVI and elevation. Additionally, education facilities and grassland areas also have significant effects. The study suggests promoting the Ex-situ Poverty Alleviation Relocation Program(ESPARP) and increasing rural built-up areas, grasslands, and educational facilities as practical measures for preventing poverty return and promoting economic development promotion in remote mountain villages.
  • HAN Ya-feng, LIU Xin-rong, ABI Erdi, TU Yi-liang, XU Bin, ZHOU Xiao-han, DENG Zhi-yun, WANG Zhong-hao
    2023, 20(09): 2708-2730.
    Tunnel-type anchorages(TTAs) installed in human gathering areas are characterized by a shallow burial depth, and in many instances, they utilize soft rock as the bearing stratum. However, the stability control measures and the principle of shallow TTAs in soft rock have not been fully studied. Hence, a structure suitable for improving the stability of shallow TTAs in soft rock strata, named the anti-pull tie(APT),was added to the floor of the back face. Physical tests and numerical models were established to study the influence of the APT on the load transfer of TTAs, the mechanical response of the surrounding rock, the stress distribution of the interface, and the failure model. The mechanical characteristics of APTs were also studied. The results show that the ultimate bearing capacity of TTAs with an APT is increased by approximately 11.8%, as compared to the TTAs without an APT. Also, the bearing capacity of TTAs increases approximately linearly with increasing height, width,length, and quantity of APTs, and decreases approximately linearly with increasing distance from the back face and slope angle of the tie slope. The normal squeezing between the tie slope and the surrounding rock increases the shear resistance of the interface and expands the range of the surrounding rock participating in bearing sharing. Both tension and compression zones exist in the APT during loading.The tension zone extends from the tie toe to the tie bottom along the tie slope. The range of the tie body tension zone constantly expands to the deep part of the APT with an increasing load. The peak tensile stress value is located at the tie toe. The distribution of compressive stress in the tie body is the largest at the tie top, followed by the tie slope, and then the tie bottom.
  • ZHU Chun, XU Jia-jun, WANG Ya-jun, HE Man-chao, CUI Sheng-hua, ZHANG Xiao-hu, TAO Zhi-gang
    2023, 20(09): 2731-2743.
    The shape of rockfalls significantly affects the performance of the impact cushion, which is manifested by the difference in the impact force and the penetration depth of the rockfall during the collision. In this study, we built the collision numerical model between rockfalls and cushions based on the results from previous studies, and simulated the collision process of rockfalls with four different shapes(cylindrical, cuboid, spherical, and cubic) and different cushions. Essential parameters when rockfalls impact cushions are calculated,including the maximum impact forces on the surface and bottom of the cushions and the maximum penetration depth of the rockfall. The results showed that the maximum impact force on the surface and the bottom of the cushions varies with the rockfall shapes.The maximum impact force on the cushion surface caused by cylindrical rockfall is the smallest, followed by the cuboid rockfall, the cube rockfall, and the spherical rockfall. The maximum impact force at the cushion bottom also follows this trend. However, the penetration depth of cuboid rockfall is the smallest,followed by the cylindrical rockfall, the cubic rockfall,and the spherical rockfall. The results of this study provide more extensive theoretical support for rockfall disaster prevention using gravel cushions.
  • WU Qiong, ZHANG Bo, TANG Hui-ming, WANG di, LIU Zhi-qi, LIN Zhi-wei
    2023, 20(09): 2744-2755.
    Soft and hard interbedded bedding rock slopes, which is prone to failure, are widely distributed in the Three Gorges Reservoir, China. Limit equilibrium method(LEM) is commonly used to analyze the stability of bedding rock slopes that have a single failure plane. However, this method cannot accurately estimate the stability of soft and hard interbedded bedding reservoir slopes because the strength parameters of a soft and hard interbedded rock mass vary spatially along the bedding plane and deteriorate with time due to periodic fluctuations of reservoir level. A modified LEM is proposed to evaluate the stability evolution of soft and hard interbedded bedding reservoir slopes considering the spatial variation and temporal deterioration of shear strength parameters of rock masses and bedding planes. In the modified LEM, the S-curve model is used to define the spatial variation of shear strength parameters, and general deterioration equations of shear strength parameters with the increasing number of wettingdrying cycles(WDC) are proposed to describe the temporal deterioration. Also, this method is applied to evaluate the stability evolution of a soft and hard interbedded bedding reservoir slope, located at the Three Gorges Reservoir. The results show that neglecting the spatial variation and temporal deterioration of shear strength parameters may overestimate slope stability. Finally, the modified LEM provides useful guidance to reasonably evaluate the long-term stability of soft and hard interbedded bedding reservoir slopes in reservoir area.
  • WANG Kui, HUI Ying, ZHOU Chuan, LI Xue, RONG Yao
    2023, 20(09): 2756-2768.
    The relationship between the water content or saturation of unsaturated soils and its matrix suction is commonly described by the soilwater characteristic curve(SWCC). Currently, study on the SWCC model is focused on fine-grained soils like clay and silty soils, but the SWCC model for grinding soil-rock mixture(SRM) is less studied.Considering that the SRM is in a certain compaction state in the actual project, this study established a surface model with three variables of coupling compaction degree-substrate suction-moisture content based on the Cavalcante-Zornberg soil-water characteristic curve model. Then, the influence of each fitting parameter on the curve was analyzed. For the common SRM, the soil-water characteristic test was conducted. Moreover, the experimental measurements exhibit remarkable consistency with the mode surface. The analysis shows that the surface model intuitively describes the soil-water characteristics of grinding SRM, which can provide the SWCC of soils with bimodal pore characteristics under specific compaction degrees. Furthermore, it can reflect the influence of compaction degrees on the SWCC of rock-soil mass and has a certain prediction effect. The SWCC of SRM with various soil-rock ratios have a double-step shape. With the increase in compaction degree, the curves as a whole tend toward decreasing mass moisture content. The curve changes are mainly concentrated in the large pore section.
  • ZHANG Hua, WANG Peng
    2023, 20(09): 2769-2782.
    Unsaturated expansive soil is widely distributed in China and has complex engineering properties. This paper proposes the unified hydraulic effect shear strength theory of unsaturated expansive soil based on the effective stress principle, swelling force principle, and soil–water characteristics.Considering the viscoelasticity and structural damage of unsaturated expansive soil during loading, a fractional hardening–damage model of unsaturated expansive soil was established. The model parameters were established on the basis of the proposed calculation method of shear strength and the triaxial shear experiment on unsaturated expansive soil. The proposed model was verified by the experimental data and a traditional damage model. The proposed model can satisfactorily describe the entire process of the strain-hardening law of unsaturated expansive soil.Finally, by investigating the damage variables of the proposed model, it was found that:(a) when the values of confining pressure and matric suction are close, the coupling of confining pressure and matric suction contributes more to the shear strength;(b)there is a damage threshold for unsaturated expansive soil, and is mainly reflected by strength criterion of infinitesimal body;(c) the strain hardening law of unsaturated expansive soil is mainly reflected by fractional derivative operator.