过刊目录

  • 2021年, 18卷, 第03期
    刊出日期:2024-06-19
      

  • 全选
    |
  • WANG Zhang, HU Kai-heng, MA Chao, LI Yong, LIU Shuang
    2021, 18(03): 567-582.
    High-magnitude glacial debris flows in small basins in Himalayas have a significant impact on landscape. The Peilong catchment, a tributary of the Parlung Zangbo river in southeastern Tibet, was chosen as a case study of topographic response to multi-period glacial debris flows. There are few large debris flow records in the catchment before 1983, but four large-scale glacial debris flows with peak discharge up to 8195 m3/s blocked the river during 1983–1985 and in 2015. A combination of field survey, examination of historical records and interpretation of multi-period remote sensing images was used to assess triggering factors and geomorphic impact of the events. The results show that the debris flows during 1983 and 1985 may be attributed to seismic events in 1981 and 1982, while the event in 2015 resulted from large amount of landslide deposits caused by glacier retreat during 1993~2013 and high precipitation in 2015. In the upper-midstream broad valley, erosion and accumulation of the debris flows changed the channel morphology, resulting in course diversion. In the lower-midstream narrow valley, lateral erosion of debris flows induced a large number of landslides but had little impact on the channel longitudinal profile. The ability of massive glacial debris flows to change valley topography is more than ten times that of regular water flows. The landscape of the accumulation fan at the outlet of the valley is controlled by the interaction between the sediment transportation capacity of debris flows and erosional capacity of the main river. The sediment transport capacity of the Peilong river is greater than the delivery capacity of the Parlung Zangbo river, resulting in continuous aggradation of the confluence zone.
  • Mian Luqman HUSSAIN, Muhammad SHAFIQUE, Alam Sher BACHA, CHEN Xiao-qing, CHEN Hua-yong
    2021, 18(03): 583-598.
    China-Pakistan Economic Corridor(CPEC) is a framework of regional connectivity, which will not only benefit China and Pakistan but will have positive impact on Iran, Afghanistan, India, Central Asian Republic, and the region. The surrounding area in CPEC is prone to frequent disruption by geological hazards mainly landslides in northern Pakistan. Comprehensive landslide inventory and susceptibility assessment are rarely available to utilize for landslide mitigation strategies. This study aims to utilize the high-resolution satellite images to develop a comprehensive landslide inventory and subsequently develop landslide susceptibility maps using multiple techniques. The very high-resolution(VHR) satellite images are utilized to develop a landslide inventory using the visual image classification techniques, historic records and field observations. A total of 1632 landslides are mapped in the area. Four statistical models i.e., frequency ratio, artificial neural network, weights of evidence and logistic regression were used for landslide susceptibility modeling by comparing the landslide inventory with the topographic parameters, geological features, drainage and road network. The developed landslides susceptibility maps were verified using the area under curve(AUC) method. The prediction power of the model was assessed by the prediction rate curve. The success rate curves show 93%, 92.8%, 92.7% and 87.4% accuracy of susceptibility maps for frequency ratio, artificial neural network, weights of evidence and logistic regression, respectively. The developed landslide inventory and susceptibility maps can be used for land use planning and landslide mitigation strategies.
  • SHEN Wei, LI Tong-lu, BERTI Matteo, LI Ping, LEI Yu-lu, SHEN Yue-qiang
    2021, 18(03): 599-613.
    Some flow-like landslides tend to lose materials while moving on a relatively dry sliding surface. This phenomenon is called bed deposition. In contrast to the bed entrainment phenomenon, bed deposition is relatively poorly understood. Therefore, an improved depth-averaged model is proposed to quantify this phenomenon. The deposition depth is calculated according to the momentum conservation of the deposited mass, and the rheological property of the sliding mass on the bottom is modified considering an abrupt increase in the depth of the sliding surface after deposition. Utilizing the proposed model, the Gaolou landslide, a typical flowlike landside occurring on October 6 th, 2006 with an obvious bed deposition phenomenon in Shaanxi Province of China, is simulated to investigate the influence of bed deposition on its propagation process. The results indicate that the proposed model can effectively depict the bed deposition phenomenon in the Gaolou landslide. Bed deposition dissipates part of the kinetic energy of this landslide; thus, the simulated debris inundation area would likely be overestimated when this effect is neglected. On the other hand, the thin liquefied layer formed by the bed deposition process reduces the friction energy dissipation, contributing to the high mobility of this landslide.
  • Adam EMMER, Vojtěch CU??N
    2021, 18(03): 614-621.
    Glacial lake outburst floods(GLOFs) represent one of the most serious hazard and risk in deglaciating high mountain regions worldwide and the need for GLOF hazard and risk assessment is apparent. As a consequence, numerous region-and nation-wide GLOF assessment studies have been published recently. These studies cover large areas and consider hundreds to thousands of lakes, prioritizing the hazard posed by them. Clearly, certain simplification is required for executing such studies, often resulting in neglecting qualitative characteristics which would need manual assignment. Different lake dam types(e.g., bedrock-dammed, moraine-dammed) are often not distinguished, despite they control GLOF mechanism(dam overtopping/dam breach) and thus GLOF magnitude. In this study, we explore the potential of easily measurable quantitative characteristics and four ratios to approximate the lake dam type. Our dataset of 851 lakes of the Cordillera Blanca suggests that while variances and means of these characteristics of individual lake types differ significantly(F-test, t-test), value distribution of different geometrical properties can't be used for the originally proposed purpose along the spectra. The only promising results are obtained for extreme values(selected bins) of the ratios. For instance, the low width to length ratio indicates likely morainedammed lake while the high value of ratio indicating round-shape of the lake indicates increased likelihood of bedrock-dammed lake. Overall, we report a negative result of our experiment since there are negligible differences of relative frequencies in most of the bins along the spectra.
  • DU Cui
    2021, 18(03): 622-634.
    Debris flow fan affects the river profile and landscape evolution. The propagation of multiple debris flows along a river can cause inundation and breaching risk, which can be exemplified by the Min River after the Wenchuan earthquake, Sichuan province, China. In this work, large flume tests were conducted to examine the interactions between debris flows and water current with the fan geometry, momentum, runout distance, deposited width, the relative water level upstream and dominated stress. The results reveal that stony flow commonly travels at a high speed and forms a long rectangle shape fan, while the muddy flow generally travels at a low speed and forms a fan-shaped depositional area. The stony flow can block a river even when the momentum is close to the water current; the muddy flow can block a river when the momentum is lower than that of water current. In case of complete river damming, the relative water level upstream indicates that the inundation risk from the muddy flow damming river would be higher than the inundation risk of stony flow. The diversion ratio of muddy flow decreases as damming ratio. Comparison of dimensionless numbers reveals that stony flow is dominated by grain collision stress combined with turbulent mixing stress, while the muddy flow is dominated by viscous shear stress over friction stress. The fan geometry, damming ratio, diversion ratio, and the dominated stress all together indicate that stony flow strongly interacts with water current while the muddy flow does not. The results can be helpful for understanding the physical interactions between water current and various debris flows, and debris flow dynamics at the channel confluence area.
  • Svetlana V.KALINICHEVA, Alyona A.SHESTAKOVA
    2021, 18(03): 635-645.
    Thermal infrared satellite imagery is increasingly utilized in permafrost studies. One useful application of the land surface temperature(LST) products is classification and mapping of landscapes in permafrost regions, as LST values can help differentiate between frozen and unfrozen ground. This article describes a new approach to the use of LST. The essence of the new approach lies in the fact that in the territory where it is impossible to determine(indicate) the state of the underlying ground according to the same morphological characteristics(relief, vegetation, soil composition, etc.), the LST parameter, which reflects the thermal state of the landscape, allows as an additional criterion(indicator) identify frozen/un-frozen landscapes. In this work, using the above approach, a map has been compiled, which shows the permafrost natural-territorial complexes of the Elkon Massif, Eastern Siberia, including topography, slope aspect, slope angle, vegetation, snow cover and LST. The map provides a more detailed and updated description of permafrost distribution in the study area.
  • LI Cheng-yang, PENG Fei, XUE Xian, LAI Chi-min, ZHANG Wen-juan, YOU Quan-gang, CHEN Xiao-jie, ZHANG Xue-qin, WANG Tao
    2021, 18(03): 646-657.
    In recent decades, overgrazing and the warming and drying climate have resulted in significant degradation of alpine grasslands in the source region of the Yellow River. However, research into the relationships between vegetation and soil properties has mainly focused on an overall degradation stage, and few studies have investigated which soil properties can impact vegetation change at different stages of degradation. Vegetation and soil properties were observed in the field and measured in the laboratory for different predefined stages of degradation for alpine grassland in Maduo County in the source region of the Yellow River. Results show that: 1) the aboveground and belowground biomass, soil organic carbon, total nitrogen, nitrate, and ammonia content did not decrease significantly from the intact to moderate degradation stage, but decreased significantly at severe and very severe stages of degradation; 2) dominant plant species shifted from gramineaes and sedges to forbs; 3) the species richness and Pielou evenness indices decreased significantly at the very severe degradation stage, the Shannon-Wiener diversity index increased at the slight and moderate degradation, but decreased at the severe and very severe degradation stages; 4) soil bulk density was the strongest soil driver for changes in the plant biomass and community diversity at the intact, slight and moderate degradation stages, whereas soil organic carbon and nitrate nitrogen content were the main driving factors for changes in plant biomass and diversity at the severe and very severe degradation stages. Our results suggest that there may be different interactions between soil properties and plants before and after moderate stages of degradation.
  • CHEN Rui-yin, YAN Dong-chun, WEN An-bang, SHI Zhong-lin, CHEN Jia-cun, LIU Yuan, CHEN Tai-li
    2021, 18(03): 658-670.
    Accurate assessment of soil erosion is an important prerequisite for controlling soil erosion. The engineering-control(E) and tillage(T) factors are the keys for Chinese Soil Loss Equation(CSLE) to accurately evaluate water erosion in China. Besides, the E and T factors can reflect the water and soil conservation effects of engineering-control and tillage practices. But in the current full coverage of soil erosion surveys in China(such as soil erosion dynamic monitoring), for the same practice, the E or T factors are assigned the same value across the country. We selected 469 E and T factors data based on runoff plots from 73 publications, and they came from six soil and water conservation regions. Correlation analysis, regression analysis, and nonparametric tests were used to determine the comparability of the data, and it was proved that the runoff plots dimensions are consistent with the local topography. The results of one-way ANOVA and nonparametric tests for E and T factors in different regions showed that the engineering-control practices have good soil and water conservation effects and weaken the regional differences of other environmental factors, so there were no significant differences in E factors between different regions. However, there were significant differences in T factors between different regions, and the geodetector was applied to explore the intrinsic driving force of the spatial distribution of T factors. The results of the geodetector showed that the dominant driving forces of the spatial distribution of different types of tillage practices were not completely the same. When using CSLE to calculate water erosion, the E factor of the same practice can be used uniformly throughout the country, and the T factor needs to be considered and selected according to regional differences. At the same time, when choosing tillage practices in each water and soil conservation region, practices with better sediment reduction benefits should also be selected according to the regional environmental conditions.
  • ZHANG Bo-wen, ZHOU Ming-hua, ZHU Bo
    2021, 18(03): 671-682.
    Quantification of greenhouse gases [nitrous oxide(N2 O) and methane(CH4)] and nitric oxide(NO) emissions from subtropical conventional vegetable systems through multi-site field measurements are needed to obtain accurate regional and global estimates. N2 O, NO and CH4 emissions from subtropical conventional vegetable systems were simultaneously measured at two different sites with hilly topography in the Sichuan basin, southwest China by using the static chamber gas chromatography technique. Results showed that annual soil N2 O and NO fluxes for the treatment receiving N fertilizer ranged from 6.34-7.71 kg N ha-1 yr-1 and 0.69-0.85 kg N ha-1 yr-1, respectively, while decreased soil CH4 uptakes by 26.4% as compared with no N fertilizer addition across our two sites of experiment. Overall, the average direct N2 O and NO emission factor(EFd) were 0.71% and 0.12%, respectively, which were both lower than the available EFd for subtropical conventional vegetable systems. This finding indicates that current regional and global estimates of N2 O and NO emissions from vegetable fields are likely overestimated. Background N2 O emissions(3.42-3.62 kg N ha-1 yr-1) from the subtropical conventional vegetable systems were relatively high as compared with available field measurements worldwide, suggesting that background N2 O emissions cannot be ignored for regional estimate of N2 O emissions in subtropical region. Nevertheless, the significantly intra-and inter-annual variations in N2 O, CH4 and NO emissions were also observed in the present study, which could be explained by temporal variations of environmental variables(i.e. soil temperature and moisture). The differences in N2 O and NO EFd and CH4 emissions between various vegetable systems in particular under subtropical conditions should be taken into account when compiling regional or global inventories and proposing mitigation practices.
  • LIANG You-jia, LIU Li-jun
    2021, 18(03): 683-693.
    Crop production vulnerability to climate change in Northwest China depends upon multiple socio-ecological factors. Knowledge regarding the specific indicators and methods suitable for assessing crop production vulnerability is limited that address spatiotemporal variations across large and diverse zones. We propose an integrated assessment framework to quantify the vulnerability of crop production derived from crop yield sensitivity, exposure, and adaptive consequences across 338 counties in Northwest China during 1995–2014. Maps on these indices were generated using climatic and socioeconomic data with spatial mapping method. Different clusters of crop production vulnerability were then identified by a k-means cluster method to assess the heterogeneity of vulnerability at a regional scale. Results show that the vulnerability of crop production in 338 counties varies significantly in both geographical and socioeconomic aspects, specifically, vulnerability indicators are generally higher in Minhe, Menyuan, Hualong, and Ledu, and Xayar had the lowest value of vulnerability. This indicates that adaptation strategies for regional crop production need to focus on several levels, from the improvement of adaptive ability to crop yield fluctuation by promoting irrigation agriculture and optimizing limited water resources in typical arid areas, to agriculture-related financial policies incentivizing the capital investment and technology upgrade of crop production on traditional farming regions. This study provides convincing evidence that the factors related to socioeconomic policies are particularly alarming when a crop's risk is compared to precipitation fluctuations. We recommend these findings be used to facilitate regional agriculture planning to reduce crop production vulnerability and ensure sustainable food security in specific regions.
  • LIN Chun-ying, LI Xi-lai, ZHANG Jing, SUN Hua-fang, ZHANG Juan, HAN Hui-bang, WANG Qi-hua, MA Cheng-biao, LI Cheng-yi, ZHANG Yu-xing, MA Xue-qian
    2021, 18(03): 694-705.
    Wetland is an important carbon pool, and the degradation of wetlands causes the loss of organic carbon and total nitrogen. This study aims to explore how wetland degradation succession affects soil organic carbon(SOC) and total nitrogen(TN) contents in alpine wetland. A field survey of 180 soilsampling profiles was conducted in an alpine wetland that has been classified into three degradation succession stages. The SOC and TN contents of soil layers from 0 to 200 cm depth were studied, including their distribution characteristics and the relationship between microtopography. The results showed that SOC and TN of different degradation succession gradients followed the ranked order of Non Degradation(ND) > Light Degradation(LD) > Heavy Degradation(HD). SWC was positively correlated with SOC and TN(p<0.05). As the degree of degradation succession worsened, SOC and TN became more sensitive to the SWC. Microtopography was closely related to the degree of wetland degradation succession, SWC, SOC and TN, especially in the topsoil(0-30 cm). This result showed that SWC was an important indicator of SOC/TN in alpine wetland. It is highly recommended to strengthen water injection into the wetland as a means of effective restoration to reverse alpine meadow back to marsh alpine wetland.
  • Leila GHOLAMI, Abdulavahed KHALEDI DARVISHAN, Veliber SPALEVIC, Artemi CERDà, Ataollah KAVIAN
    2021, 18(03): 706-715.
    Raindrop size, rainfall intensity and runoff discharge affect the detachment and transportation of soil particles. Among these three factors, the rainfall intensity seems to be more important because it can change other two factors. Storm patterns can be determined by changing the rainfall intensity during the storm. Therefore, the objective of this research is to test the influence of storm pattern on runoff, soil erosion and sediment concentration on a rangeland soil slope under field rainfall simulation. Four storm rainfall intensity patterns were selected for examining the effects of variations in storm event characteristics on soil erosion processes. The selected storm patterns were: I(45, 55 and 70 mm h~(-1)); II(45, 70 and 55 mm h~(-1)); III:(70, 55 and 45 mm h~(-1)); and IV(55, 45 and 70 mm h~(1)). The last pattern is a new one instead of the uniform pattern which has been sufficiently studied in previous researches. The experiments were conducted in field plots(in Kojour watershed, Mazandaran Province, Iran) with an area of one square meter and an constant slope gradient of 18%, surrounded by galvanised sheets. Following the nonuniform prioritization of the storm patterns for the studied variables, time to runoff(I>II>IV>III), runoff volume(III>IV>II>I), sediment concentration(IV>III>I>II) and soil erosion(III>IV>II>I)), it can be generally inferred that each pattern has specific effect on soil erosion processes during a storm. The results of the general linear model(GLM) test indicated that the effects of storm pattern on time to runoff, total runoff volume, runoff coefficient and soil erosion were significant at a level of 99%. The Duncan test showed that the storm patterns can be divided into three groups of III, IV; II; I(for time to runoff), I, II; IV, III(for runoff coefficient), and I; II; IV, III(for runoff volume and soil erosion).
  • Muhammad MASOOD, Ghulam NABI, Muhammad BABUR, Aftab Hussain AZHAR, Muhammad KALEEM ULLAH
    2021, 18(03): 716-734.
    Satellite-based Precipitation Estimates(SPEs) have gained importance due to enhanced spatial and temporal resolution, particularly in Indus basin, where raingauge network has fewer observation stations and drainage area is laying in many countries. Formulation of SPEs is based on indirect mechanism, therefore, assessment and correction of associated uncertainties is required. In the present study, disintegration of uncertainties associated with four prominent real time SPEs, IMERG, TMPA, CMORPH and PERSIANN has been conducted at grid level, regional scale, and summarized in terms of regions as well as whole study area basis. The bias has been disintegrated into hit, missed, false biases, and Root Mean Square Error(RMSE) into systematic and random errors. A comparison among gauge-and satellite-based precipitation estimates at annual scale, showed promising result, encouraging use of real time SPEs in the study area. On grid basis, at daily scale, from box plots, the median values of total bias(-0.5 to 0.5 mm) of the used SPEs were also encouraging although some under/over estimations were noted in terms of hit bias(-0.15 to 0.05 mm/day). Relatively higher values of missed(0.3 to 0.5 mm/day) and false(0.5 to 0.7 mm/day) biases were observed. The detected average daily RMSE, systematic errors, and random errors were also comparatively higher. Regional-scale spatial distribution of uncertainties revealed lower values of uncertainties in plain areas, depicting the better performance of satellite-based products in these areas. However, in areas of high altitude(>4000 m), due to complex topography and climatic conditions(orographic precipitation and glaciated peaks) higher values of biases and errors were observed. Topographic barriers and point scale gauge data could also be a cause of poor performance of SPEs in these areas, where precipitation is more on ridges and less in valleys where gauge stations are usually located. Precipitation system's size and intensity can also be a reason of higher biases, because Microwave Imager underestimate precipitation in small systems(<200 km~2) and overestimate in large systems(>2000 km~2). At present, use of bias correction techniques at daily time scale is compulsory to utilize real time SPEs in estimation of floods in the study area. Inter comparison of satellite products indicated that IMERG gave better results than the others with the lowest values of systematic errors, missed and false biases.
  • MILI?EVI? Sne?ana, BO?KOVI? Nikola, LAKI?EVI? Marija
    2021, 18(03): 735-748.
    Sustainable tourism, as an integral part of sustainable development, emerged as a logical outcome of preventing the uncontrolled and excessive use of tourism resources and attractions. This study analyzes whether mountain tourism development in Serbia can be sustainable and feasible in the long term. Given the heterogeneity of mountains in Serbia in terms of tourism development, the subject of this research is the achieved level of sustainable tourism development in mountains in the most developed and most visited region in Serbia-?umadija and Western Serbia: Zlatibor, Kopaonik, Tara, Zlatar, Mokra Gora and Go?. The sustainable tourism development level was analyzed by using five groups of the EU's comparative indicators: economic, social, cultural, environmental and tourist satisfaction indicators. The results showed that the development of tourism in the examined mountains is not fully aligned with sustainable development. The tourist satisfaction indicator has the most acceptable values, which is a good basis for further harmonization of tourism development on the principles of sustainability. Economic indicators, especially the ratio of overnight stays and accommodation capacities, show the most unacceptable values, which indicate the need for implementing changes in the process of tourism development in the coming period. The analysis of sustainable tourism in mountain areas in ?umadija and the Western Serbia undoubtfully points out that it is necessary to significantly change the current tourism product portfolio, which implies harmonizing mountain tourism development with global trends. Certainly, a comparative analysis that looks at the degree of sustainability of mountain tourism in some countries of the Alpine region, such as Switzerland, Austria and Slovenia, contributes to this. The more intensive development of tourism throughout the year would significantly improve indicators of sustainable tourism in all analyzed mountain areas of ?umadija and Western Serbia. This would improve the value of economic indicators, which are marked as the most unsustainable. The development of tourism in the summer season, especially recreational and adventure tourism, would improve the social and cultural component of sustainable tourism. Environmental dimension of sustainable tourism would be enhanced by the development of ecotourism. By connecting spatially close mountains(Zlatibor, Zlatar, Tara and Mokra Gora) into a unique and integrated tourism destination, synergistic effects would be achieved resulting in international recognition and making the region of ?umadija and Western Serbia competitive on the European market.
  • WANG Lei, WU Lian, ZHANG Wei
    2021, 18(03): 749-763.
    Mountain area is an important geographical unit of land, and its ecology is sensitive and fragile. Over the past few decades, human activities have caused dramatic changes in land use in mountainous areas, which caused changes in landscape patterns and impacts on the ecological environment. It is unknown how the mechanism of land use affects the landscape pattern at different scales. The Hantai District, a typical human settlement in the mountain area in Shaanxi, China, was chosen as the study area. Based on the remote sensing images, the mathematical models and landscape indexes were adopted to evaluate the impact of land use change from 1998 to 2017 on the landscape pattern at different scales, and its main driving forces were analyzed. The results showed that the urbanized land expanded largest from 15.39% to 24.30%, and cultivated land experienced the largest decline from 43.54% to 35.35%. Changes in land use have made the patch morphology of most land types developed from a natural random to a sawtooth shape, and its spatial pattern evolved from a ruleset to a fragmented expansion. This reflects the continuous strengthening of human intervention in the process of regional development. Under the jurisdiction of Hantai District, the biggest change in landscape pattern is in Hanzhong City and Qili Town. The improved economy and increasing population and urbanization rate were the main factors that cause these changes. This research could provide necessary information for understanding the evolution mechanism of land resources in mountainous human settlements for mountainous areas with significant geomorphic differentiation.
  • TAO Zhi-gang, REN Shu-lin, LI Gan, XU Hao-tian, LUO Sen-lin, HE Man-chao
    2021, 18(03): 764-778.
    The Muzhailing extra-long highway tunnel and corresponding inclined shafts in Lanzhou, Gansu Province, China passes through structurally complex carbonaceous slate that is under high ground stress. Rationally-designed and effective support is of high importance for achieving safe and efficient tunnel construction. The No. 2 inclined shaft of Muzhailing Tunnel was taken as the engineering background prototype, for which, a similar model test was conducted to evaluate the effect of highly pretightened constant resistance(NPR, Negative Poisson's Ratio) anchor cable support provision to the geologically complex carbonaceous slate at different depths. Two schemes were proposed during testing: one scheme was without support and the second was with asymmetric support from highly pre-tightened constant resistance anchor cable. Digital speckle displacement analysis system and micro-groundstress sensors were employed to measure the deformation and shear stress distribution of the tunnel. The results demonstrated that through the second support scheme, the deformation of the surrounding rock could be effectively ameliorated, while this support scheme was applied on the project site of the No.2 inclined shaft, to explore the rationality of the scheme through field engineering tests. On-site monitoring indicated that the deformation of the surrounding rock was within the reasonable design range and the problem of severe tunnel deformation was effectively controlled. The research methods and related conclusions can be used as a reference for the treatment of large deformation problems in deep-buried soft rock tunnels.
  • Mohsen SHARIATI, Davood FEREIDOONI
    2021, 18(03): 779-793.
    Interest in rock slope stability in mountainous regions has increased greatly in recent years. This issue has become a topic of major interest for geoscientists and engineering professionals, as well as for private citizens and local administrators, in many parts of the world. This paper evaluates the stability of seven rock slopes along the KamyaranMarivan tourist road, Kurdistan province, Iran, using various methods. The two main reasons for performing this research were to determine whether different methods of stability analysis provide the same results, and to determine how different factors such as the presence of water, tension cracks, and seismic forces affect the stability of these rock slopes. Firstly, field investigations were performed to obtain the engineering characteristics of the rock masses, discontinuities, and intact rocks of the slopes. Secondly, laboratory tests were carried out on rock samples obtained from the slopes, to determine the engineering properties of the intact rocks. Then for each rock slope, the contour diagram of discontinuities and slope face was drawn in the Dips v.5.1 software environment, and the failure mechanism was determined based on the kinematic or stereographic method. Next, the factors of safety of the rock slopes were calculated using the limit equilibrium method, based on the failure mechanisms resulting from the kinematic method. The accuracy of the results obtained by these two methods was investigated using SWedge v.4.0 software. The results indicated that four rock slopes have a potential for plane, wedge, and toppling failure, and three others are stable. Also, it was found that the stability of the studied rock slopes decreases greatly in the presence of water, tension cracks, and seismic forces.
  • LI Guo-yu, HOU Xin, ZHOU Yu, MA Wei, MU Yan-hu, CHEN Dun, TANG Li-yun
    2021, 18(03): 794-805.
    In the Loess Plateau in Northern China, repeated freeze–thaw(FT) cycles deteriorate the strength and structure of loess as a foundation soil, resulting in the instability or failure of supporting structure. Lignosulfonate is an eco–material, utilized as an effective and nontraditional stabilizer to improve the engineering properties of metastable soils. A series of laboratory tests, including unconfined compression tests, cyclic loading–unloading tests and scanning electron microscopy, on calcium lignosulfonate(CL)-and sodium lignosulfonate(SL)-stabilized loess were performed to investigate the stabilization effect, deterioration mechanisms of the FT cycles, and the resistance to FT cycles. Two traditional stabilizers, quicklime(QL) and sodium silicate(SS), were selected, and the engineering properties of QL-and SS-stabilized loess were compared with those of CL-and SLstabilized loess. The results showed that the strength values of CL-and SL-stabilized loess specimens decreased by 34.2% and 50% respectively, after 20 FT cycles, whereas those of the traditionally SS-and QL-stabilized specimens decreased by 85.3% and 82.87%, respectively. The elastic moduli of SL-and QL-stabilized loess specimens decreased by 22.1% and 92.0%, respectively. The mean energy dissipations of nontraditionally treated specimens also decreased significantly less than those of traditionally treated specimens. Overall, the results showed CL and SL had better stabilization effects on engineering properties of loess than QL and SS, and their stabilized loess specimens exhibited stronger resistance to FT cycles. The study findings demonstrated the significant potential of lignosulfonate for extensive application in cold loess areas.
  • LIU Ya-bin, HU Xia-song, YU Dong-mei, ZHU Hai-li, LI Guo-rong
    2021, 18(03): 806-818.
    In order to improve our knowledge of the mechanical effect of the roots of mixed-plantings on soil reinforcement and slope protection, the influence of roots of a mixed-planting with four herb species(Medicago sativa L., Elymus nutans Griseb., Puccinellia distanx(L.), and Poa pratensis L.) and one shrub species(Caragana korshinskii Kom.) were investigated on the shear strength characteristics of saline loess soil. The root distribution characteristics were assessed via a survey when the plants grew for one year. The effects of the root biomass density, the root mass ratio(RMR) of the fine roots to the coarse roots, the moisture content, and the salt content on the shear strength index of the rooted soil were analyzed via a triaxial compression test, and the mechanism of these effects was discussed. The results indicate that the biomass density decreased linearly with increasing depth. The RMR initially decreased with depth and then increased, exhibiting in a quadratic relationship. The cohesion of the rooted soil increased linearly as the biomass density increased. The cohesion of the rooted soil initially increased with increasing RMR and salt content, and then it decreased. The turning point of the cohesion occurred when the RMR was 0.6 and the salt content was 1.18%. The internal friction angle of the rooted soil initially increased with biomass density and then decreased, and the turning point of the internal friction angle occurred when the biomass density was 0.015 g/cm3. The relationships between the internal friction angle of the rooted soil and the RMR and salt content were exponential incremental and linear subtractive relationship, respectively. Both the cohesion and the internal friction angle of the rooted soil linearly decreased with increasing moisture content.