过刊目录

  • 2022年, 19卷, 第02期
    刊出日期:2024-06-19
      

  • 全选
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  • TELBISZ Tamás, RADELJAK KAUFMANN Petra, BO?I? Neven
    2022, 19(02): 305-321.
    According to geographic possibilism, environment does not determine socio-economic development. However, the environment sets certain constraints and limitations for development. How do natural settings influence population dynamics? In this study, we examine this question using the example of ?ibenik-Knin County, which includes Krka National Park(NP) with a GIS-based statistical approach. The following parameters represent natural factors: elevation, slope, distance from water, and proportion of karst areas. In addition, distance from Krka NP was also added as an independent seminatural factor(despite the fact that it is a social construction). The dependent social parameters are population density for selected historical dates, population change, year of maximum population, natural increase, migration, and age index. The analysis units are the 199 settlements found in the county, and the 20 local administrative units(LAU2). The study period can be divided into five phases: from the first census in 1857 to 1921, there was a slow increase in most settlements; then a relatively constant phase up to 1961(some settlements began shrinking in this period); a slow decrease until 1991; arapid decrease during the next decade; and relative stabilisation to present day. These processes were also accompanied by significant inner and outer migrations. As for the relationships between natural and demographic factors, we found that although the coastal-inland area dichotomy is dominant in the study area, elevation has the highest correlation with most population parameters. However, distance from water is also significantly correlated with population change and migration in certain periods. In the inland areas, there are statistically significant differences between the demographic processes of fully-karstic and partially-karstic areas, while in the coastal zone, the karst effect is overshadowed by other social processes. The impact of Krka NP on the demographic characteristics of the surrounding settlements was statistically not detectable. Our final conclusion is that correlations between natural and population parameters are low or moderately strong but statistically significant in many cases, thus the basic principles of geographic possibilism are valid for the area.
  • LIU Yan-hua, CHENG Jian-quan, LYU Yu-lan
    2022, 19(02): 322-337.
    Tourism-led economic growth and tourism-driven urbanization have attracted increasing attention by provinces and regions in China with abundant tourism resources. Due to low data availability, the current tourism literature lacks empirical evidence of the tourism network in lessdeveloped mountainous regions where the development of transport infrastructure is more variable. This paper aims to provide such evidence using Guangxi Zhuang Autonomous Region in China as a case study. Using User Generated Content(UGC)data, this study constructs a tourism network in Guangxi. By integrating social network analysis with spatial interaction modelling, we compared the impact of two different transport infrastructures,highway and high-speed railway, on tourist flows,particularly in less-developed mountainous regions. It was found that the product of node centrality and flow could best describe the significant pushing and pulling forces on the flow of tourists. The tourism by high-speed railway was sensitive to the position of trip destination on the whole tourism network but self-drive tourism was more sensitive to travelling time. The increase of high-speed railway density is crucial to promote local tourism-led economic development, however, large-scale karst landforms in the study area present a significant obstacle to the construction of high-speed railways.
  • TIAN Jia-ling, PENG Yu, HUANG Yi-hang, BAI Ting, LIU Lian-lin, HE Xiao-ao, LUO Shi-qian
    2022, 19(02): 338-349.
    Ecosystem services can be enhanced through ecological restoration, industrial structure adjustment, land-use optimization, and agricultural and forestry ecosystem transformation. The ecosystem services in hilly and mountainous areas of southern China are crucially needed to be enhanced since these regions are important ecological functional zones in China. However, due to its large area, it is not possible to simultaneously upgrade the ecosystem services for all areas, and therefore,priority areas need to be selected to individually upgrade the ecosystem service function. In this study,via an approach of combining remote sensing,geographic information system, and spatial statistics,we identify the priority areas that need to be upgraded based on the analysis of ecological sensitivity,importance of ecosystem service function, and decreased degree in ecosystem services. For five counties in hilly and mountainous areas of southern China, only less than 2% of the total area was identified as the first priority area; its land-use compositions were analyzed and recommendations on how to enhance ecosystem service were suggested.This approach overcomes the conflict and contradiction issues associated with identifying priority areas in previous studies and solves the problems of high cost or difficult implementation of priority areas.
  • DENG Wei, CHENG Yu-fang, YU Huan, PENG Li, KONG Bo, HOU Yu-ting
    2022, 19(02): 350-364.
    "Hu Huan-yong Line(Hu Line)" depicts a geographical pattern of China's population distribution. Its essence is the regionality of humanland relationship and reflects basic characteristics and laws of human beings' adaptation to the natural environment. With the development of the times and the progress of modern science and technology,especially the rapid urbanization and construction of transportation network system in China, the connection between economic and geographical space has been continuously strengthened.The geographical transition zones from mountain areas to plains, i.e., transitional geographical space, have promoted the changes in human-land relationships through population migration and agglomeration.Taking Sichuan-Yunnan provinces at the southern end of Hu Line as study area, this study analyzed the spatial correlation between population distribution and economy in this region, explored the pattern of geographical agglomeration and deagglomeration,and explained the changing characteristics of humanland relationship in transitional geographic space using global Moran's I index, global regression model(GRM) and geographically weighted regression(GWR). The results show that population and Gross Domestic Product(GDP) have significant spatial dependence to this region, with obvious aggregation in geographical distribution and positive autocorrelation; comparing with the general least square model, the GWR model incorporating spatial effect was more suitable for revealing the distribution characteristics of geographical elements, with fine results and better fitting; the spatial model of population and GDP as well as the spatio-temporal evolution model of their changes, all of them strongly indicated that Normalized Difference Vegetation Index(NDVI) and road density were important factors governing the spatial differentiation of population and economy; under the rapid development of regional economy and continuous evolution of urban-rural relations,rural transformation and spatial reconstruction promoted the change of population migration and agglomeration.
  • Charisse Camacho HANSON, Lars BRABYN, Sher Bahadur GURUNG
    2022, 19(02): 365-387.
    Land cover classification of mountainous environments continues to be a challenging remote sensing problem, owing to landscape complexities exhibited by the region. This study explored a multiple classifier system(MCS) approach to the classification of mountain land cover for the Khumbu region in the Himalayas using Sentinel-2 images and a cloud-based model framework. The relationship between classification accuracy and MCS diversity was investigated, and the effects of different diversification and combination methods on MCS classification performance were comparatively assessed for this environment. We present ten MCS models that implement a homogeneous ensemble approach, using the high performing Random Forest(RF) algorithm as the selected classifier. The base classifiers of each MCS model were developed using different combinations of three diversity techniques:(1) distinct training sets,(2) Mean Decrease Accuracy feature selection, and(3) ‘One-vs-All' problem reduction. The base classifier predictions of each RFMCS model were combined using:(1) majority vote,(2) weighted argmax, and(3) a meta RF classifier. All MCS models reported higher classification accuracies than the benchmark classifier(overall accuracy with 95% confidence interval: 87.33%±0.97%), with the highest performing model reporting an overall accuracy(±95%confidence interval)of 90.95%±0.84%. Our key findings include:(1) MCS is effective in mountainous environments prone to noise from landscape complexities,(2) problem reduction is indicated as a stronger method over feature selection in improving the diversity of the MCS,(3) although the MCS diversity and accuracy have a positive correlation, our results suggest this is a weak relationship for mountainous classifications, and(4)the selected diversity methods improve the discriminability of MCS against vegetation and forest classes in mountainous land cover classifications and exhibit a cumulative effect on MCS diversity for this context.
  • BISHWAKARMA Kiran, WANG Guan-xing, ZHANG Fan, ADHIKARI Subash, KARKI Kabita, GHIMIRE Archana
    2022, 19(02): 388-402.
    The hydrochemical characterization and irrigation suitability assessment of the GangesBrahmaputra River System(GBRS) has immense importance for the livelihoods of people and ecosystem sustainability in the region. This study aims to assess the hydrochemical characteristics and evaluate the irrigation suitability of water in the GBRS by reviewing published literature of the major tributaries. The studied rivers were categorized into two groups namely Group-1 and Group-2 considering the similarities of climatic patterns, hydrochemical attributes, and drainage characteristics. The hydrochemistry of the river water was characterized by the Piper diagram, Gibbs plot, mixing plots, and ionic ratios. Furthermore, irrigation water qualities were evaluated by electrical conductivity(EC), sodium percentage(Na%), sodium adsorption ratio(SAR),magnesium hazard(MH), and Wilcox diagram. The results indicated that the hydrochemistry of the GBRS was slightly alkaline to alkaline(7.42-8.78) in nature.The average concentrations of most of the chemical attributes showed higher in Group-1, whereas the average concentrations of K+ and NO3-were found higher in Group-2. The average concentration of the major ions followed the dominancy order Ca2+ > Mg2+> Na+ > K+ for cations and HCO3->SO42-> Cl-> NO3-for anions in both groups. Gibbs plot and mixing plot indicated that carbonate rock weathering dominates the hydrochemical process, which was further confirmed by the Piper diagram and the ionic ratios.From the analyses of irrigational water quality, almost all the rivers(except Gomti River in terms of MH and Rangit River in terms of Na%) in the GBRS were found to be suitable based on EC, SAR, Na%, MH, and Wilcox diagram. Finally, the majority of river systems in the GBRS were characterized by carbonate dominated lithology and irrigational water quality is mostly suitable for utilization. This study could be useful for water quality management in the glacial-fed Himalayan river under the context of global climate change.
  • ZHANG Ying-jie, JIN Ying-hua, XU Jia-wei, HE Hong-shi, TAO Yan, YANG Zhi-peng, ZHAO Jing, DIAO Yin-xia, SUN Chen-hui, LI Mai-He
    2022, 19(02): 403-417.
    Global climate changes result in the expansion of lower elevation plants to higher elevations. The rapid upward expansion of herbaceous plants into the alpine tundra on Changbai Mountain resulted in changes in different levels of ecosystem organization. However, the responses and feedback of litter properties and soil mesofauna to herbaceous plants expansion have not been studied yet. To understand the mechanisms underlying those changes, we conducted a field experiment in the range of 2250–2300 m in the alpine tundra of the Changbai Mountain and collected a total of 288 samples from four degrees of herbaceous plants expansion to study the litter physiochemical properties, soil mesofauna,and soil nutrient contents, and their relationships in that tundra ecosystem suffered from various degrees of herbaceous invasion. We found that herbaceous plant expansion is responsible for a major shift in the dominant species of soil mesofauna from mites to collembolan and has significant impacts on the community structure(R2=0.54, p=0.001) and diversity of soil mesofauna(Shannon-Weiner index,p=0.01). The increasing herbaceous plant expansion resulted in a significant increase in litter biomass from 91 g?m-2 in the original tundra vegetation(OIT)to 118 g?m-2 in the moderately invaded tundra(MIT),and an increase in litter thickness from 2.37 cm(OIT)to 3.05 cm(MIT). And, the litter total nitrogen content significantly increased, but the values of the litter carbon content, the lignin content, the C/N ratio,and the lignin/N ratio decreased with increased herbaceous coverage(both p<0.05). The litter physical properties pathway(biomass and thickness)directly explained 31% of the total variance in soil mesofauna diversity and 59% of the total variance in soil mesofauna community composition. Furthermore,both the soil available nutrients(incl. AN and AP) and plant biomass(incl. the total plant biomass and herbs/shrubs biomass) significantly increased with increasing coverage of herbaceous plant(both p<0.05), and litter chemical properties pathway directly explained 50% of the soil nutrient content variance and indirectly explained 20% of soil nutrient by affecting soil mesofauna. We found that both soil available nutrients and soil mesofauna were positively correlated with the herbaceous expansion from OIT to MIT, indicating a positive feedback of herbaceous expansion, and the abundance of soil mesofauna decreased in the severely invaded tundra vegetation,suggesting a negative feedback. While, both litter N content and soil available nitrogen were consistently increased in the severely invaded tundra vegetation,indicating a positive feedback of herbaceous expansion. Therefore, this study provides new insights into the process of herbaceous plant expansion into tundra, and provides possible evidence for further expansion according to responses and feedback of in litter properties and soil mesofauna to herbaceous plants expansion. Furthermore, these positive or/and negative feedback systems in the Changbai alpine tundra ecosystem in relation to herbaceous expansion have important implications for the tundra protection, and thus, need to be deeply studied.
  • LI Zhi-wen, SUN Li, LI Bao-sheng, WANG Feng-nian, DU Ding-ding, SONG You-gui, ZHANG Hui-Juan, CHEN Liu-qin, XU Dan
    2022, 19(02): 418-432.
    Previous studies on the amplitude of East Asian summer monsoon(EASM) changes mainly focused on northern China(represented by the Loess Plateau).However, a rare investigation centered on the subtropical zone of southern China, where the important route for EASM moved northward or southward,especially addressing a lack of the research on mammals.The Ailuropoda-Stegodon fauna is a representative mammal fauna in southern China since the late Pleistocene. It indicates the southern mid-subtropicaltropical forest environment with tropical climate characteristics, and its southward or northward movements in the subtropical zone imply the changes of EASM intensity. Based on previous research, combined with the species characteristics and distribution range of the Ailuropoda-Stegodon fauna with tropical animals during the marine isotope stage 5(MIS5), MIS3, MIS2,and MIS1 Megathermal periods, this paper mainly investigates its evolution and the fluctuations of EASM.The conclusions include:(1) The distribution geometric centers in the MIS5, MIS3, MIS2, and MIS1 Megathermal periods are(26°14′N, 111°22′E),(24°35′N,107°30′E),(22°48′N, 112°01′E), and(26°19′N, 112°25′E),respectively.(2) Compared with the MIS5 period, the EASM of the MIS3 and MIS2 moved 180 km and 380 km southwards, and that of the MIS1 Megathermal period moved about 10 km northwards. The EASM movement indicated by the fauna migration happened synchronous with the climate records of stalagmites in subtropical China, the sporopollen from eastern China, and oxygen isotopes from Sulu Sea. They also correspond to the peaks and valleys of the total solar radiation at 35°N in the winter half-year. This suggests that the migrations of the Ailuropoda-Stegodon fauna are consistent with the changes of the global climate, and the driving force is mainly from the changes of total solar radiation at 35°N in the winter half-year.
  • TIAN Chao, CHENG Lin-lin, YIN Ting-ting
    2022, 19(02): 433-445.
    Ecological land is an important guarantee to maintain urban ecological security and sustainable development. Although increasing studies have been brought to ecological land, with few explorations of the relative importance of anthropogenic-natural factors and how they interact to induce the ecological land evolution. This research sought to fill this gap. In this study, 18 factors, including the risk of goaf collapse, fault, prime croplands, were selected from six aspects of topography, geology, climate,accessibility, socio-economic and land control policies.logistic regression(LR) and random forest(RF)models were adopted to identify the anthropogenic and biophysical factors on the dynamic change of ecological land of Mentougou in Beijing from 1990 to 2018. The results show that there was a significant increase in ecological land from 1990 to 2018. The increased area of ecological land reached 102.11 km2 with an increased rate of 0.78, the gravity center of ecological land gradually moved to the northwest. The impact of anthropogenic factors on ecological land was greater than that of natural factors, ecological land was mainly driven by proportion of prime cropland, per capita GDP, land urbanization,temperature, per capita rural income, elevation and aspect factors. Additionally, slope and precipitation were also identified as important predictors for ecological land change. The model comparison suggested that RF can better identify the relationship between ecological land and explanatory variables than LR model. Based on our findings, the implementation of government policies along with anthropogenic factors are the most important variables influencing ecological land change, and the rational planning and allocation of ecological land by Mentougou government are still needed.
  • LEI Xiao-qin
    2022, 19(02): 446-460.
    Fines migration along with rainfall infiltration is a possible cause of failures of slopes composed of loose deposits. To investigate the intrinsic mechanisms, a rigid mathematical model which can fully capture the multi-phasic and multiphysical process is necessary. In this research, the macro and micro physical phenomena of fines migration process within deposited soil slopes under rainfall infiltration were summarized. Based on the mixture theory, a seepage-erosion model for unsaturated erodible soils capable to capture these phenomena mathematically was built based on a rigid theoretical framework. The model was used to simulate a set of rainfall flume tests involving fines migration phenomena with the finite element method.Two distinct slope failure modes observed experimentally, which were induced by the soil erosion-deposition properties, can be well reproduced by our numerical model. The seepage-erosion coupled process during the rainfall infiltration, as well as the intrinsic mechanism responsible for the slope failures,was illustrated in detail based on the numerical results. It was shown that the fines migration process can affect the hydro-mechanical response within unsaturated slopes significantly, and therefore special attention should be paid to those soil slopes susceptible to internal erosion.
  • YE Cheng-ming, WEI Rui-long, GE Yong-gang, LI Yao, José Marcato JUNIOR, Jonathan LI
    2022, 19(02): 461-476.
    Accurate evaluation of landslide susceptibility is very important to ensure the safe operation of mountain highways. The Sichuan-Tibet Highway, which traverses the east of the Tibetan Plateau, frequently encounters natural hazards.Previous studies generally use statistical methods to analyze the hazards along the Sichuan-Tibet Highway.In this research, we present two road factors, namely aspect to road and road profile to increase the accuracy of landslide susceptibility mapping by considering the influence of landslide movement direction on road. First, the aspect to road, which represents the impact of different landslide movement directions on the highway, was extracted by combining road direction with mountain aspect.Then, the road profile, which reflects the subgrade structure between the road and surrounding mountains, was extracted according to the terrain data. Finally, the landslide susceptibility maps were produced based on the random forest(RF) method by using 473 landslides and 10 conditioning factors,including road factors(aspect to road, road profile)and primitive factors(slope, aspect, curvature, relief amplitude, peak ground acceleration, crustal movement velocity, faults, rainfall). The area under the receiver operating characteristic curve(AUC) and the Gini importance were used to evaluate the performance of proposed road factors. The AUC values on two groups that add road factors and only use primitive factors were 0.8517 and 0.8243,respectively. The Gini importance indicated that road profile(0.123) and aspect to road(0.116) have a significant contribution to landslides compared with the primitive factors. The results of multi-collinearity analysis and frequency ratio confirmed the suitability of the road factors for predicting hazards along the highway.
  • Himasha D.ABEYSIRIWARDANA, Pattiyage I.A.GOMES
    2022, 19(02): 477-492.
    This study aimed to assess the potential of in-situ measured soil and vegetation characteristics in landslide susceptibility analyses. First, data for eight independent variables, i.e., soil moisture content, soil organic content, compaction of soil(soil toughness),plant root strength, crop biomass, tree diameter at knee height, Shannon Wiener Index(SWI) for trees and herbs was assembled from field tests at two historic landslide locations: Aranayaka and Kurukudegama, Sri Lanka. An economical, finer resolution database was obtained as the field tests were not cost-prohibitive. The logistic regression(LR)analysis showed that soil moisture content,compaction of soil, SWI for trees and herbs were statistically significant at P < 0.05. The variance inflation factors(VIFs) were computed to test for multicollinearity. VIF values(< 2) confirmed the absence of multicollinearity between four independent variables in the LR model. Receiver Operating Characteristics(ROC) curve and Confusion Metrix(CM) methods were used to validate the model.In ROC analysis, areas under the curve of Success Rate Curve and Prediction Rate Curve were 84.5%and 96.6%, respectively, demonstrating the model's excellent compatibility and predictability. According to the CM, the model demonstrated a 79.6% accuracy,63.6% precision, 100% recall, and a F-measure of 77.8%. The model coefficients revealed that the vegetation cover has a more significant contribution to landslide susceptibility than soil characteristics.Finally, the susceptibility map, which was then classified as low, medium, and highly susceptible areas based on the natural breaks(Jenks) method,was generated using geographical information systems(GIS) techniques. All the historic landslide locations fell into the high susceptibility areas. Thus,validation of the model and inspection of the susceptibility map indicated that the in-situ soil and vegetation characteristics used in the model could be employed to demarcate historical landslide patches and identify landslide susceptible locations with high confidence.
  • BI Yu-zhang, WANG Dong-po, FU Xian-lei, LIN Yi-xiong, SUN Xin-po, JIANG Zhe-yuan
    2022, 19(02): 493-512.
    The array of baffles protection structure is a flow resistance structure with good drainage,blocking, and intercepting effects on the rock avalanches. In this research, the physical model test on rock avalanches was conducted. Three parameters(column spacing, row spacing, and a number of baffles) were used as indicators to determine the optimal layout of the array of baffles for energy efficiency consumption blocking. Then, the lattice Boltzmann numerical simulation method was used to build a numerical simulation model of rock avalanches-array of the baffles-hazard-bearing body to obtain the rock's velocity attenuation and flow trajectory avalanches in the impact baffle protection structure. Finally, the results of the physical model test and the numerical simulation were mutually confirmed. The following conclusions were drawn through two methods of physical model test and numerical simulation.(1) The optimal layout parameters of array of baffles were determined as three rows of array of baffles(The number of baffles in each row is 7, 8, 9), column spacing Sc=3.5, and row spacing Sr=4.5.(2) Under the conditions of high baffle density(such as Sc=1.5, 2.5), the rock avalanches would produce a certain degree of circumfluence, which would increase the fluid velocity by at least 24.5% over the average velocity, so the column spacing density should be increased appropriately to achieve the optimal effect of reducing the energy of rock avalanches.(3) In the event of a prototype grooved rock avalanches with a velocity close to 24.5 m/s and a flow depth of about 1.5 m, the three-row array of baffles protection with the parameters Sc*=1.18 m and Sr* =1.51 m could be arranged, playing the role of optimizing the array of baffles to guide the flow and block the energy consumption. LBM experiments can be used to replace laboratory experiments to some extent.Further Lattice Boltzmann method-Discrete element method(LBM-DEM) studies are required before applications to practical engineering.
  • Mohsen EHTESHAMI-MOINABADI, Ehsan ABBASI, Ali SAKET
    2022, 19(02): 513-528.
    Early in the 1930 s, two relatively large earthquakes(Kosout, magnitude 6.8, and Talarrud,magnitude 5.8) shook the eastern Mazandaran,northern Iran. Despite the historical and instrumental seismic activity of the eastern region of Mazandaran,little is known about the status of seismotectonics and consequences of these earthquakes. This paper presents a compilation of available data from early reports of these earthquakes with new structural,geomorphic and local data on the effects of this earthquake, especially co-seismic landslides and liquefaction, to assess the seismotectonics and probable causative faults of the earthquakes. It is proposed that the close times of occurrence of two earthquakes might be due to local loading or triggering effect of the first earthquake on the second one. Like many other instrumental earthquakes in the Central Alborz, it is difficult to find the exact causative faults of important earthquakes, however the Qadikola, Chachkam or North Alborz Fault have the potential of producing Kosout earthquake and the Lalehband fault is more promising for Talarrud earthquake. Additionally, the structural complexity of the area is also discussed in the form of a hybrid tectonic model. In this model, the boundary zone of thick-skinned and active thin-skinned domains has more structural complexity than outer portions.Konim-Badeleh Shahvar pop-up structure is bounded by major faults with thick-skinned deformation style.The role of older inherited fault structures and their interaction with low-slope Neogene thrusts driven from north to south by crustal tectonics and deformation is discussed. Co-seismic landslides and rock falls have great potential to be investigated in the Alborz Range for identification of prehistoric earthquakes.
  • LING Xian-zhang, YU Yuan, TANG Liang, GENG Lin, HAN Xiao
    2022, 19(02): 529-546.
    Mountain tunnels in cold regions are vulnerable to adverse effects of freezing action. Thus,it is necessary to identify the lining responses of shallow mountain tunnels subjected to freezing action.To quantify the influence of freezing action and key design parameters(such as cross-sectional shape;lining thickness; and waterproof measures) on the lining response, a thermal-hydro-mechanical coupled finite element(FE) model is established and verified.Then, specific consideration is given to the lining internal force and resulting axial stresses. And the influences of the cross-sectional shape, concrete parameters, and waterproof measures on the lining responses are investigated. Generally, the rectangular tunnel has the worst security; the circular tunnel is the safest. On the other hand, when the thermal conductivity is less than 2.2 [W/(m·K)], a greater thermal conductivity will cause a greater risk of damage to the lining. Moreover, the drainage plate can reduce the value of minimum axial stresses,whether frozen or not, even eliminating the tensiondamaged area. Overall, this study helps to estimate the lining responses and prevent frost damages for shallow mountain tunnels during freezing period.
  • DENG Bo-tuan, LI Pan, LI Xin, TIAN Jiang-tao, ZHI Bin
    2022, 19(02): 547-562.
    The mechanical behavior of underground pipe gallery is a key research issue due to the static/dynamic states which exist in a ground fissure area. This study took an underground pipe gallery project in Xi'an, China as the research object. We analyzed the stress/strain characteristics of the pipe gallery structure and surrounding soil under static/dynamic conditions by the numerical simulation methods in detail. Based on the results, we proposed a theoretical calculation model for the pipe gallery structure considering the influence of the ground fissure, and combined with engineering examples for calculation and discussion. Subsequent results showed that:(1) the effective activity range of ground fissure on the deformation of the pipe gallery structure was mainly from 0.0 m(horizontal direction of ground fissure) to 32.0 m. In activity range, the pipe gallery structure is prone to failure, owing to the large soil deformation in the vertical direction;(2)with the increase of ground fissure settlement, a stress reduction area near the ground fissure appeared at the bottom of the hanging wall of the pipe gallery structure, and a local void phenomenon was revealed. The length of the local void is 6.0 m to 8.0 m under the maximum settlement(0.8 m) of the ground fissure;(3) Compared with the static conditions, the vertical and horizontal displacements of the pipe gallery structure and surrounding soil under the seismic action were little, and there were tensioncompression and torsion-shear effects in corner of the square pipe gallery structure(with a stress concentration phenomenon). The deformation law of pipe gallery structure and surrounding soil considering ground fissure and the theoretical model of pipe gallery structure established in this paper can provide reference for practical engineering.
  • XU Yan, ZHAO Ming-wei, LU Jie, WANG Chun, JIANG Ling, YANG Can-can, HUANG Xiao-li
    2022, 19(02): 563-577.
    As human activities increase, artificially modified terrain is increasingly widely distributed in road, hydrological, and urban construction.Artificially modified terrain plays an important role in protecting from geological disasters and in the planning and design of urban landscapes. Compared with natural slopes, artificial slopes have obvious morphological characteristics. Traditional modeling methods are no longer suitable for digital elevation model(DEM) modeling of artificial slopes because they often seriously distort the DEM results. In this paper, from the perspective of morphological characteristics, artificial slopes are divided into two types, namely, regular slopes and irregular slopes,based on whether the top and bottom lines of the artificial slope are parallel. Then, according to the morphological characteristics of the two types of slopes, the following DEM construction methods are designed: the first method(perpendicular + inverse distance weighted) is suitable for regular slopes, and the second method(perpendicular + high-accuracy surface modeling) is suitable for irregular slopes.Finally, a DEM construction test is carried out using the artificial slopes in the study area. The results show that for the regular and irregular slopes in the study area, the construction method proposed in this paper has significant advantages in morphological accuracy over the traditional method(triangulated irregular network), and the elevation accuracy method is also superior to the traditional method(using this method,the mean error and standard deviation error of the regular slope DEM are 0.08 m and 0.13 m,respectively, and those of the irregular slope DEM are 0.08 m and 0.06 m). In addition, the top lines and bottom lines can be included in the DEM construction of the background area after processing the elevation information of the boundary line to realize a smooth transition in the boundary between the artificial slope and the background area.
  • QU Hong-lue, DENG Yuan-yuan, GAO Ya-nan, HUANG Xue, ZHANG Zhe
    2022, 19(02): 578-590.
    The seismic design of gravity retaining walls is based mostly on the pseudo static method.The seismic earth pressure is assumed to be a constant without considering the wave traveling effect when the seismic wave propagates through the slope.However, under continuous ground motion, the actual earth pressure on the retaining wall varies with time. The present seismic earth pressure calculation method yields results that differ significantly from the actual scenario. Considering this, a slip surface curve was assumed in this study. It is more suitable for engineering practice. In addition, a theoretical calculation model based on energy dissipation was established. The time history of seismic earth pressure response under continuous ground motion was calculated using the equilibrium equation between the external power and the internal energy dissipation power of the sliding soil wedge. It can more effectively reflect the stress scenario of a retaining wall under seismic conditions. To verify the applicability of the proposed approach, a large-scale shaking table test was conducted, and the time history of the seismic earth pressure response obtained from the experiment was compared with the calculation results. The results show that the proposed approach is applicable to the calculation of the time history of seismic earth pressure response of gravity retaining walls. This lays the foundation for the seismic design of retaining structures by using dynamic time history.
  • LI Zheng, CHEN Zi-quan, HE Chuan, MA Chun-chi, DUAN Chao-ran
    2022, 19(02): 591-605.
    Currently, the water inrush hazards during tunnel construction, the water leakage during tunnel operation, and the accompanying disturbances to the ecological environment have become the main problems that affect the structural safety of tunnels in water-rich regions. In this paper, a tunnel seepage model testing system was used to conduct experiments of the grouting circle and primary support with different permeability coefficients. The influences of the supporting structures on the water inflow laws and the distribution of the water pressure in the tunnel were analyzed. With the decrease in the permeability coefficient of the grouting circle or the primary support, the inflow rate of water into the tunnel showed a non-linear decreasing trend. In comparison, the water inflow reduction effect of grouting circle was much better than that of primary support. With the increase of the permeability coefficient of the grouting ring, the water pressure behind the primary lining increases gradually, while the water pressure behind the grouting ring decreases.Thus, the grouting of surrounding rock during the construction of water-rich tunnel can effectively weaken the hydraulic connection, reduce the influence range of seepage, and significantly reduce the decline of groundwater. Meanwhile, the seepage tests at different hydrostatic heads and hydrodynamic heads during tunnel operation period were also conducted. As the hydrostatic head decreased, the water pressure at each characteristic point decreased approximately linearly, and the water inflow rate also had a gradual downward trend. Under the action of hydrodynamic head, the water pressure had an obvious lagging effect, which was not conducive to the stability of the supporting structures, and it could be mitigated by actively regulating the drainage rate.Compared with the hydrostatic head, the hydrodynamic head could change the real-time rate of water inflow to the tunnel and broke the dynamic balance between the water pressure and water inflow rate, thereby affecting the stress state on the supporting structures.
  • GUO Lei, YU Qi-hao, YIN Na, ZHANG Dong-ming, ZHANG Deng-ping, REN Xiu-ling, YOU Yan-hui, ZHANG Zhen-yu, BING Hui, CHEN Shi-jie
    2022, 19(02): 606-614.
    When filling embankment dams in cold regions, engineers must solve two freeze–thaw cycle(FTC)-induced soil problems. First, compacted soil constituting the dam is subjected to the FTC during dam construction. Second, loose soil material(LSM),which is subjected to the FTC, fills the dam. To investigate the effects of the aforementioned two problems on the hydraulic conductivity of compacted clayey soil, a series of permeation tests on clayey soil compacted before and after FTC were conducted in this study. The results showed that for the first problem, the hydraulic conductivity of compacted clayey soil subjected to one FTC significantly increases by two to three orders of magnitude because FTC-induced cracks can cause preferential flow in the permeation process. For the second problem, when the FTC number is less than a critical number, the FTC of the LSM may result in the development of united soil particles, thereby increasing the effective porosity ratio and hydraulic conductivity of the compacted soil. It was discovered that the hydraulic conductivity of compacted soil can increase by one to three times when the LSM is subjected to 10 FTCs.When the FTC number exceeds a critical number, the effective porosity ratio and hydraulic conductivity of the compacted soil may decrease with the FTC of the LSM. This should be investigated in future studies,and the results can be used to improve engineering management processes when filling embankment dams during winter in cold regions.