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01 January 2021, Volume 38 Issue 1
    

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    SPECIAL CONTRIBUTION
  • LU Jin-you, ZHAO Jin-qiong
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 1-7. https://doi.org/10.11988/ckyyb.20201194
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    Combining flow and sediment dynamics with optimization theory, we developed a technology of sediment control for cascade reservoirs integrating simulation module, dispatching module and decision module.Firstly, we improved the coefficient of saturation recovery and the sediment carrying capacity of non-uniform sediment, and on this basis built the simulation module of water/sediment transport in rivers, lakes, and reservoirs by integrating the water/sediment models for cascade reservoirs in upstream Yangtze River, for complex river-lake network in mid-and downstream Yangtze River and the 2D model for typical reaches. Subsequently, we constructed the objective function of sediment’s optimal regulation in consideration of flood control, power generation, navigation, and long-term use, and further established the optimal sediment-dispatching model. Furthermore we employed the BP neural network in association with the pre-constructed sediment information base to fit the prediction for the sedimentation and scouring, and present an improved grey-target evaluation method based on non-inferior solution set. Taking the Three Gorges Reservoir as an example, we finally put forward the dynamic operation scheme of “storing clear water and discharging muddy water” in flood season and the long-term staged sediment control strategy.
  • RIVER-LAKE SEDIMENTATION AND REGULATION
  • XIE Si-quan, LIU Ya, LU Jin-you
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 8-13. https://doi.org/10.11988/ckyyb.20191299
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    The aim of this study is to investigate into the law of erosion and deposition of downstream continuous sharp bend river channels in the lower Jingjiang River after the operation of Three Gorges Reservoir (TGR).According to the measured topographic data and hydrological data of Qigongling bend (in upper reach) and Guanyinzhou bend (in the lower reach), the river regime change and erosion and deposition characteristics under varying water and sediment condition are examined. Results reveal that: 1) due to the regulation and storage of upstream reservoirs, the amount of sediment coming from the upstream of TGR reduced by a large margin, and the water coming from the upstream is basically clear. Runoff redistributed as increasing in dry season, and declining in flood season in terms of flood peak. 2) After the operation of TGR, the upper and lower reach bends were scoured firstly, but then changed as scour in the upper reach while deposition in the lower reach, and subsequently went back to simultaneous scouring. In general, the two sharp bends were scoured in dry season, whereas deposited in flood season. But the upper reach bend and the lower reach bend showed opposite features: deposition in the upper reach while scouring in the lower reach in dry season, and erosion in the upper reach while deposition in the lower reach in flood season. 3) After the operation of TGR, the Qigongling bend tended to be narrow and deep, while the Guanyinzhou bend tended to be widened. The erosion and deposition performances of curved segments were opposite to those of transition segments. The research findings are expected to enrich the theory of bend reach evolution, and would offer technical support to the prediction of riverbed evolution as well as the regulation and protection of river channel.
  • WATER RESOURCES AND ENVIRONMENT
  • LUO Ping-an, CAO Hui-qun
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 14-19. https://doi.org/10.11988/ckyyb.20191191
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    In the aim of understanding the migration rules of characteristic pollutants in the Erhai Lake, a 3D mathematical model of water quality of Erhai Lake was established using the environmental fluid dynamics model EFDC, and was calibrated and verified by the hydrology and water quality monitoring data of 2015 and 2016. The model was employed to simulate the temporal and spatial variations of TN and TP in the Erhai Lake region in different water periods or with different incoming concentrations. Results reveal that the distributions of TN and TP in different water periods and with different incoming concentrations are similar: the concentrations of TN and TP in the lake area in wet season are generally higher than those in flat and dry seasons; the concentrations of TN and TP under high incoming concentration is higher than those under medium and low incoming concentrations. The average concentrations of TN and TP in the Erhai Lake area in different water periods differ slightly with those under different incoming concentrations, about 0.50 and 0.03 mg/L, respectively. In terms of spatial distribution, the concentrations of TN and TP in the north part of Erhai Lake area are relatively high, and the concentrations of TN and TP in coastal areas and lake bays are higher than those in the lake area. The research results offer reference for the protection and management of Erhai Lake.
  • ZHANG Bo, ZHOU Wei
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 20-26. https://doi.org/10.11988/ckyyb.20191247
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    The trend of precipitation has always been a hotspot of global climate change research.The characteristics of precipitation in growing season (from May to September) in Qinghai Province are analyzed via ANUSPLIN interpolation, Mann-Kendall test, and wavelet analysis based on the measured values of precipitation of weather stations from 1969 to 2018. Results demonstrate that: (1) Precipitation from 1969 to 2018 displayed an overall growth trend with a slope rate of 2.12 mm/a and three change cycles, namely 22 a, 8 a and 4 a. Abrupt changes occurred in 1974, 1986, 1997 and 2008, among which 1986 and 2008 witnessed a declining of precipitation while 1974 and 1997 an increment. It is expected that a transition of increasing precipitation will happen from 2019 to 2020. (2) In terms of spatial scale, precipitation in the growing season of Qinghai Province also showed an increasing trend. From 1969 to 1986, precipitation rose evidently in the south of Qinghai, while from 1986 to 2008, precipitation augmented intensively in high-altitude areas, and from 2008 to 2018, which is a dry period, the precipitation underwent reductions.
  • FENG Guo-ping, GAO Zong-jun, CAI Wu-tian, LÜ Yong-gao, GUO Lin
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 27-34. https://doi.org/10.11988/ckyyb.20191102
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    The aim of this study is to obtain the hydrochemical characteristics of groundwater in the Xiuwu area of north Henan Province of China. Fourty-two groundwater samples and three surface water samples collected in the wet season of 2018 were analyzed to obtain the hydrochemical characteristics and assess the water quality via mathematical statistics, Piper’s plot, fuzzy mathematics synthesis method, correlation analysis and Gibbs plot. Major factors affecting the hydrochemical characteristics were also investigated. The results are as follows: (1) The content of Na+, Ca2+, HCO3- and SO42- in the groundwater of Xiuwu area was relatively high, and the content of cation was in an order of Na+>Ca2+>Mg2+>K+, while anions HCO3->SO42->Cl->NO3->F-. (2) Shallow groundwater presented obvious zoning characteristics, transiting from HCO3 type and HCO3·SO4 type in the northern alluvial fan, to HCO3·SO4·Cl type in the front of the fan, and then to SO4·Cl type, SO4 type and HCO3·SO4 type in the Huangqin River alluvial plain; deep groundwater as a whole was of HCO3 type. (3) The results of fuzzy mathematics comprehensive evaluation showed that the groundwater quality in the Xiuwu area was good overall yet with pollutions locally. (4) Groundwater chemistry is mainly controlled by rock action and is also affected by evaporation and concentration. Groundwater in some parts is affected by surface water, hydrodynamic conditions and human factors, mainly industrial and mining enterprises. The research results are expected to provide reference for groundwater pollution prevention and water resources protection in Xiuwu area.
  • MEI Hai-peng, WANG Zhen-long, LIU Meng, ZHOU Jia-min
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 35-40. https://doi.org/10.11988/ckyyb.20191272
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    According to the daily water level data at Jiangba, Shangju, Gaoliangjian, and Laozishan stations from 1967-2016, we investigated into the interannual and annual variation rules of characteristic (average, maximum, and minimum) water levels in Hongze Lake via Mann-Kendall test, order cluster analysis, BFAST (Breaks for Additive Seasonal and Trend) algorithm, and wavelet analysis. Moreover, we revealed the dominant factor triggering the variation of characteristic water levels by constructing the multiple regression equation among each characteristic value and inflow and discharge, as well as precipitation and evaporation in the same period. 1) The characteristic water levels experienced abrupt changes in 1982-1985. After 1986, the characteristic water levels witnessed a marked increase; the lowest water level responded the earliest, while the highest water level responded the latest. 2) The fluctuation of characteristic water levels in Hongze Lake is highly consistent, with 36 years, 17 years, and 9 years as the first, second, and third principal periods, respectively. 3) In storage stage(stage 1, from October to next April), the flow rate at Xiaoliuxiang is the major factor that affect the average water level and minimum water level, accounting for 36% and 33% of the total impact factors, respectively; the flow rate at Sanhezha is the dominant factor for the highest water level, accounting for 36%. In discharging stage (stage 2, May to June), the flow rate at Shuanggou exerts a more evident impact on the lowest water level, occupying 47% of the total impact factors. In water-rising stage (stage 3, July to September), the flow rate at Xiaoliuxiang plays a prevailing role (29%) in average water level. The research results offer scientific basis for the regulation of water level and upstream and downstream runoff in Hongze Lake.
  • WATER-SOIL CONSERVATION AND ECO-CONSTRUCTION
  • HAN Ding, LI Rui, TANG Xian-qiang, XIAO Shang-bin, LI Qing-yun
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 41-50. https://doi.org/10.11988/ckyyb.20191038
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    Remediation of contaminated soil/sediment is extremely important for improving eco-environmental health. By applying electric field to contaminated soil/sediment, pollutants can be migrated, enriched and removed. In this paper the history of electro-kinetic remediation research is reviewed, and the mechanisms of electro-kinetic remediating heavy metals, organic pollutants and compound pollutants are compared. The performances of soil pretreatment (adding acid,oxidant,co-solvent and surfactant, stirring, and heating), electrode optimization (exchange electrode, anode approximation, and electrode matrix), multi-technology combination (EK-PRB,Fenton,IEM,ASC,ultrasonic,electrolyte enhancement) in optimizing the single electro-kinetic remediation are also examined. In general, the incomplete separation of pollutants, the change in soil/sediment’s microstructure as well as physical-chemical properties, and the difficulty of large-scale in-situ application have restrained the engineering application of electro-kinetic in remediating contaminated soil/sediment. To tackle such technical challenges, an integrated electro-kinetic remediation technology involving in-situ pollutant separation, separated contaminant treatment, and valuable resource recovery is proposed. The proposed technology could solve the problem of damage to soil ecology and overcome the difficulty of pollutant drainage.
  • FLOOD PREVENTION AND DISASTER REDUCTION
  • DUAN Wen-gang, HUANG Wei, WEI Hong-yan, DAI Pan-wei
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 51-58. https://doi.org/10.11988/ckyyb.20191323
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    Determined by its geometric feature, material composition and reservior capacity, the breaching mechanism of natural landslide dam is rather complex. Finely modeling the breaching processes and accurately predicting peak discharge are foundations and key aspects in support to emergency measures, which are also the research focuses facing demands of national hazard prevention and mitigation. In this paper we systematically review previous experiments and numerical studies on landslide breaching, and conclude that the scale of previous experiments were small and the effect of lake volume was not considered, which failed to model the final shape of breach. Meanwhile, physical mechanisms in the existing numerical models were not complete and thus introducing too much unnecessary hypotheses, which requires further development. Large-scale experiment is proposed to study the breaching mechanism and the process of landslide dam. Coupled hydrodynamic-morphological model is recommended to simultaneously model the whole filed and processes including hydrodynamics in the lake, dam breaching process and propagation of resulting flood in the downstream. The new model abandons hypotheses for discharge, shape, side slope, residual dam height and breaching time, which are instead rendered as part of the model solution. Hence, the modelling capacity and prediction accuracy of landslide dam breaching are expected to be largely enhanced.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • HU Jiang, WANG Chun-hong, MA Fu-heng
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 59-65. https://doi.org/10.11988/ckyyb.20191153
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    The water temperature in front of super-high arch dam gradually stratifies vertically in the initial operation period, resulting in the rebound of internal temperature of the dam concrete. Periodic terms of temperature effect used in conventional deformation prediction models could not well describe the nonlinearity and nonstationarity of environmental and internal temperatures of dam during its initial operation. In view of this, a method of classifying measured ambient and dam temperatures and selecting typical measurement points is presented by integrating principal component analysis and hierarchical clustering. Meanwhile,a combination of time varying effects, including both index term and cycle term,that reflects the valley deformation under the periodic fluctuation of reservoir water level during the initial operation is introduced. On this basis,a multivariate regression model and a support vector machine model based on measured temperature variable are constructed. Case study demonstrates that the selected measured temperature variable well reflects the spatio-temporal characteristics of dam temperature field during initial operation, and the corresponding constructed model is of higher prediction accuracy than traditional models.
  • ZHANG Si-hong, JIANG De-jun
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 66-71. https://doi.org/10.11988/ckyyb.20191320
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    Deformation monitoring is a most direct and important approach to feedback engineering safety, mainly manual monitoring at present. But manual monitoring features slow information feedback and high operational risk. Problems of real-time data collection, monitoring information feedback and timely decision-making are more prominent especially during earthquakes or regional rainstorms. In view of this, we proposed a method integrating baseline edge difference and meteorological fusion correction and the TPS/GNSS fusion complementary monitoring scheme by researching the correction algorithms, monitoring schemes, field protection of instruments, automatic control and real-time acquisition for the rockfill dam of the gravel earth core of Pubugou Project. Moreover, we developed an integrated intelligent monitoring station system and a monitoring data acquisition and analysis system. The system has functions of self-adapting sampling frequency, self-optimizing observation period, self-identifying emergency scene, self-matching optimal model, and self-protecting instrument. The system significantly improves the quality of deformation monitoring data, enhances the intelligence level of deformation monitoring, and provides a feasible reference solution for automatic deformation monitoring.
  • WANG Li-rong, ZHENG Dong-jian
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 72-77. https://doi.org/10.11988/ckyyb.20191256
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    Traditional methods have difficulties in identifying the non-extreme value outliers in monitoring data of dam safety. To alleviate the pressure of data processing, we propose to use convolutional neural network (CNN) to identify the anomalies. The periodicity of process lines of monitoring data and the significant difference in outliers allow CNN to classify the process lines of monitoring data as six categories of images: process lines with single abrupt jump point, with no anomaly, with multiple abrupt jump points, with oscillating segments, with steps, and with berms. A total of 65,000 training data images and 6,500 testing data images are artificially generated. The ratio of the number of six types of images is 1∶1.5∶1∶1∶1∶1. The overall accuracy of CNN in classifying the mixed six process line images is 0.973 1, and the accuracy for each category is above 0.93. Moreover, we further improve the CNN and build an anomaly identification model by adding a function of searching the position of data anomalies. The input of the model is the process line image, while the output is the image number, image category and anomaly position.
  • ZHANG Fu-ling, DENG Mao-lin, ZHOU Jian, LI Zhuo-jun, LIN Yan
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 78-83. https://doi.org/10.11988/ckyyb.20191255
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    Since the implementation of professional monitoring in 2006, the Tanjiawan landslide in the Three Gorges reservoir area has seen a continuously increasing displacement. Especially since 2015, the deformation trend has intensified, posing a great threat to the lives and property safety of villagers in the reservoir area. According to long-term field geological survey, macroscopic inspection, automatic monitoring data of landslide surface crack displacement and artificial GPS monitoring data for over 12 years, we examined the basic deformation characteristics and deformation mechanism of the landslide under heavy rainfall and reservoir water level fluctuation. Results suggest that the Tanjiawan landslide is a rainfall-triggered retrogressive landslide with medium-thick layer chair-shaped groove shape. Heavy rainfall and continuous rainfall are major external factors affecting landslide deformation, while water level fluctuation has little effect. Heavy rainfall and continuous rainfall led to evident response: when daily rainfall exceeds 90 mm or the accumulated rainfall of previous three days reaches 50 mm while rainfall on the same day and the previous day exceeds 15 mm, the surface crack width-time curve and the cumulative displacement-time curve will witness an apparent step upward. At present, the deformation of Tanjiawan landslide is increasing year by year, with boundary cracks basically formed. It is highly probable that sliding will occur under extreme conditions such as heavy rainfall. Automatic monitoring equipment and detail inspection must be strengthened.
  • ROCK-SOIL ENGINEERING
  • TAO Gao-liang, LUO Chen-chen, LI Li-hua, LI Yi, LI Zi-yue
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 84-88. https://doi.org/10.11988/ckyyb.20191335
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    Air-entry value, as an important parameter of soil-water characteristic curve (SWCC), needs to be predicted in researching the hydraulic and mechanic properties of unsaturated deformable soils. A simple prediction model for the air-entry value of deformable soils was built by combining the Van Genuchten (VG) model with the variation law of SWCC under compression deformation condition. To verify the rationality of the model, experimental SWCC of Hunan clay were measured using pressure plate instrument, which are exploited to further obtain the measured value of air-entry value with different initial void ratios. The measured and predicted values were well consistent, indicating that the proposed model is of good performance. Moreover, VG model is used to simplify and unify the existing models of unsaturated relative permeability coefficient, and the validity and simplicity of this approach is verified.
  • JIANG Jing-shan, ZUO Yong-zhen, CHENG Zhan-lin, PAN Jia-jun
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 89-94. https://doi.org/10.11988/ckyyb.20191193
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    The effect of density on mechanical properties of coarse granular material under three-dimensional stress was investigated by using large-scale true triaxial consolidation and drainage shear tests under equal minimum principal stress and equal proportional loading condition of four different initial dry densities. Test results showed that under the same minimum principle stress, the stress curve became higher and steeper with the increase of initial dry density, the softening property increased, the compression deformation decreased and the dilatancy increased. The ratio of volumetric strain increment to the strain increment in the direction of maximum principle stress declined with the increase of initial dry density. Volumetric increment ratio decreased gradually from a positive value and tended towards zero but greater than zero for strain hardening curve. When volumetric strain increment ratio reduced from a positive value to be a negative value, the volumetric strain changed from compression to dilatancy and stress curve belonged to strain softening type. When volumetric strain increment ratio reached the minimum negative value, the expansion developed to the fastest, the stress reached peak corresponding to failure state. For strain hardening curve, void ratio decreased monotonically with the increase of mean normal stress; for strain softening curve, void ratio first decreased and then increased. With the increases of initial dry density, void ratio reduction attenuated, the compression deformation decreased and the hardening property alleviated. The strength grew linearly with the increase of initial dry density or minimum principle stress.
  • LI Shan-shan, LI Da-yong
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 95-102. https://doi.org/10.11988/ckyyb.20191171
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    In recent years, lightweight soil composed of scrap tire crumbs and plain soil is applied as the backfill soil for geotechnical structures, subgrades and retaining walls, lawn engineering and other fields. The shear strength and deformation characteristics of rubber-clay mixtures were investigated with ShearTrac-Ⅱ apparatus, with varying shear rate, consolidation pressure and tire crumbs content into account. Moreover, the consolidation characteristics of mixtures were analyzed via one-dimensional consolidation test. Test results indicated that the shear strength of mixtures can be improved by increasing rubber content and consolidation pressure. However, increasing the shear rate would result in the deterioration of shear strength, the larger the shear rate, the lower the consolidation pressure, the more likely of shear dilatancy. As the shearing proceeds, the shear strength of rubber-clay mixture reached peak, displaying strain softening feature, and then declined until reaching a stable residual strength. Compared with those of clay, the peak strength and residual strength of rubber-clay mixture improved by 20% and 10%, respectively; residual internal friction angle reduced by 10% compared with peak internal friction angle; and residual cohesion by 60%. The cumulative shear displacement which is required for reaching residual strength augmented gradually with the increasing of rubber content. In addition, under the same vertical pressure, the consolidation time of rubber-clay mixture shortens by four times compared with that of clay.
  • YANG Xiao, YAO Chun-qiao, LI Ming-yu
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 103-107. https://doi.org/10.11988/ckyyb.20191289
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    Ground loss is an important factor in the calculation of soil deformation caused by shield tunnel excavation. In line with the limit equilibrium principle, the distribution of ground loss in Loganathan’s formula was revised using a uniform ground movement model. A refined analytic solution was derived and expanded to three-dimensional space. As shown by case analysis, the present solution obtains smaller width of surface settlement troughs and horizontal displacements of soil compared with Loganathan’s formula. The results of the refined solution are more consistent with field observations.
  • ZHANG Tao, YIN Jian-min, ZHANG Xin-hui, ZHOU Chao
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 108-113. https://doi.org/10.11988/ckyyb.20191204
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    The aim of this study is to investigate and evaluate the distribution of initial in-situ stress field of the deep buried diversion tunnel of a hydropower station in northeastern Nepal. By constructing a regression equation and fitting the initial in-situ stress data measured by hydraulic fracturing technique, we obtained the distribution law of initial in-situ stress field of the project area via 3D finite element regression analysis. The inversion results of stress field suggest that the regression calculation results highly fit the measured values, verifying the rationality of regression results. The area where the axis of the tunnel located is dominated by horizontal tectonic stress field, and the in-situ stress level is generally medium and low; but at the location where buried depth is large, the in-situ stress is high and extremely high, and rock burst is highly possible. The intersection angle between maximum horizontal principal stress and tunnel axis is large near the tunnel exit, which is unfavorable to the stability of surrounding rocks. The research findings offer effective data support for engineering construction.
  • YANG Yang, MAO Wu-wei, YE Min
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 114-118. https://doi.org/10.11988/ckyyb.20200034
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    Internal erosion of soil resulted from piping, seepage or overtopping is found to be responsible for a large number of hydraulic structure failures. In this research, a method of preparing samples subjected to piping effect is achieved by dissolving water soluble material (glucose) in sandy soil. Qualitative impacts of initial density and confining pressure on the mechanical properties of the disturbed soil were investigated through triaxial compression tests and bender element tests under different initial densities and confining pressures. According to the test results, obvious reduction in shear wave velocity as well as peak shear strength was observed in the eroded specimen, and such reduction intensified along with the increasing of confining pressure and density, while residual strength appeared to be less affected.
  • ZHANG Fu-hai, CHEN Liang, ZHOU Tian-bao, BAI Yan-hui, DUAN Li-jun
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 119-123. https://doi.org/10.11988/ckyyb.20191083
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    With the development of cities, the greening of urban roads is improving; but meanwhile the roots of street trees have also led to damage to road surface. In this study, we examined the damage and characteristics of horizontal roots on pavement surface in consideration of root depth and road condition by using the particle flow method. Research results demonstrated that the uplift height of concrete pavement was 41% of that of soil pavement, indicating that the damage of root diameter to pavement can be effectively reduced. Given the same root diameter, smaller root depth gave rise to higher upheaval of road surface; greater difference between uplift height of concrete pavement surface and soil surface resulted in more severe damage. The soil displacement in the upper part of the root of soil pavement and brick pavement displayed an inverted splayed shape and that in the lower part circular, while the soil displacement around the root of concrete pavement was approximately circular. The shear capacity of soil and the bearing capacity of compressive deformation was correspondingly large when the root depth was large. Overall, we suggest to prevent from root damage to the pavement by controlling the depth of roots, by applying cement mortar bricks and embedding steel bars into concrete pavement.
  • ZHI Bin, LI Rui-ni, ZHANG Sheng-bo, WANG Yong-xin, REN Yi-long
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 124-128. https://doi.org/10.11988/ckyyb.20191138
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    With the Q2eol loess in Xi’an as research object, the influence of the content of moderately-soluble salt represented by CaSO4 on the structural strength of undisturbed loess was explored by means of laboratory test and model establishment. Triaxial consolidated undrained shear test was conducted on loess specimens saturated with CaSO4 solutions of different concentrations(0,0.476,0.952,1.904 g/L) under varying confining pressures(50, 100,200, 400 kPa). The change rules of structural strength of loess were measured and analyzed. Results suggest that the stress-strain curves of the soil specimens displayed hardening features. Under the same confining pressure, the loess strength augmented rapidly and then slowed down along with the increase of soluble salt content. In addition, based on the binary medium model of rock and soil mass,the strength criterion of structural soil mass was modified to obtain the shear resistance sharing rate related to the content of moderately-soluble salt,and the strength criterion of structural loess in consideration of moderately-soluble salt content suitable for Xi’an was established.
  • WU You-ping, FU Liang-ming, ZHOU Xuan-yang, HU Da, HUANG Li-sheng
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 129-136. https://doi.org/10.11988/ckyyb.20191134
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    The modified Cam-Clay model is improved to facilitate the use of soil constitutive model and reduce the selection of geotechnical parameters in the calculation of offshore wind power pile foundation. Firstly, according to the characteristics of K0 consolidated saturated soil in ocean engineering, the yield surface function suitable for dilatant soil is derived by introducing phase change parameters based on the modified Cam-Clay model. Furthermore, referring to the research concept of the unified hardening model, the dissipative work is introduced as hardening parameter to improve the thermodynamic soil model of Collins in association with the traditional elastic-plastic theory. A new unified modified Cam-Clay model suitable for both sand and clay is proposed. Finally, case analysis is carried out to verify the model. Results demonstrate that the constitutive model proposed in this paper needs few calculation parameters, and is of high accuracy and clear physical meaning.
  • XU Peng-fei, LI Ze-ying, WANG Yin-mei, DONG Yan
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 137-141. https://doi.org/10.11988/ckyyb.20191262
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    Seasonal freeze-thaw cycles degrades the strength of loess structures in northwest and north China, giving rise to many problems. In this research, indoor freeze-thaw cycle test was carried out on loess solidified by the new polymer curing agent SH to examine the impact of freeze-thaw cycles on the compressive and shear strength of the solidified loess. Results unveiled that curing agent SH significantly improved the compressive strength of loess. The higher the SH content, the higher the strength of loess, the lower the loss rate after freeze-thaw cycle, the lower the mass loss rate, and the better integrity of solidified loess samples. The shear strength of solidified loess decreased with the increase of the number of freeze-thaw cycles. Freeze-thaw cycle also has an evident impact on cohesion. The cohesive force and internal friction angle of the solidified loess decreased the most after 3-4 freeze-thaw cycles; such decline attenuated and gradually stabilized after 5 times of freeze-thaw cycles. The research findings offer reference for the promotion and application of curing agent SH in the frozen-melt zone of loess, and provide some theoretical basis for the treatment of frozen-melt zone of loess.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • LI Zhen, SUN Zheng, SHAO Xiao-mei
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 142-145. https://doi.org/10.11988/ckyyb.20200597
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    The compatibility between crude oil stored in underground water-sealed cavern and epoxy resin grouting material used for anti-seepage is defined as follows: the quality of crude oil and the mechanical properties of epoxy resin grouting material may change after long-term contact between the two organic materials. Static immersion test in crude oil was designed under simulated conditions to compare the changes of characteristic element content of crude oil and the quality, strength, molecular structure and surface morphology of epoxy resin cured materials before and after the immersion test. Results show that the composition of crude oil did not change significantly, nor did it adversely affect the mechanical properties and structural morphology of epoxy resin cured materials at 40 ℃. No chemical reaction occurred. It is concluded that the crude oil has good compatibility with epoxy resin grouting material under normal operating conditions.
  • CHEN Deng, SONG Xu-yan, HE Zhi-hai
    Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 146-150. https://doi.org/10.11988/ckyyb.20191066
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    Dolomite was modified through calcination mixed with muck. The effects of calcined muck-dolomite on the strength and expansion properties of cement mortar were investigated. The hydration products of cement containing calcined muck-dolomite were examined by X-ray diffraction (XRD), scanning electron microscopy (SEM) and energy dispersive spectrometer (EDS). Results show that β-C2S and C12A7 were generated in calcined muck-dolomite, and the content of β-C2S and C12A7 increased with the rising of calcination temperature. The incorporation of calcined muck-dolomite improves the strengths of blended cement mortar effectively at later age. Cement mortar containing 10% calcined muck-dolomite even gain a higher strength at 90 d than pure cement mortars. In addition, the hydration of MgO in calcined muck-dolomite gave rise to Mg(OH)2, resulting in the expansion of cement mortars, and the expansion rate augmented with the increase of dosage of calcined muck-dolomite. The research finding is of referential value for promoting the application of dolomite in cement concrete and for reducing the pollution of construction wastes.