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01 March 2019, Volume 36 Issue 3
    

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    SPECIAL CONTRIBUTION
  • XU Chao, LUO Min-min
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 1-7. https://doi.org/10.11988/ckyyb.20180905
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    GRS (Geosynthetic Reinforced Soil) Structures differ from MSE (Mechanically Stabilized Earth) structures in terms of force mechanism and structural performance. GRS structures are featured with smaller reinforcement spacing and higher compactness degree. The reinforcement spacing of GRS structure usually does not exceed 30 cm and the compactness degree is over 95%, while MSE structure which is commonly used in engineering is characterized by large reinforcement spacing. Through model tests, the behaviors of GRS and MSE structures are investigated and compared in aspects of vertical settlement, lateral displacement, and reinforcement strain. Test results reveal that GRS structures suffer from smaller lateral displacement and smaller yet more evenly-distributed strain of reinforcement than MSE structures, which further verifies the evident difference in structural performance between the two structures. In addition, theoretical analysis is also carried out in this study and theoretical calculation results are compared with some of the test results. The comparison demonstrates that current evaluation methods for MSE structures do not suit for GRS structures. In conclusion, such structural differences should be fully considered in engineering design.
  • RIVER-LAKE SEDIMENTATION AND REGULATION
  • ZHOU Sen, ZHOU Yin-jun, WANG Jun, YAN Xia, FAN Bei-lin, WEN Zhong-hui
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 8-12. https://doi.org/10.11988/ckyyb.20170863
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    The basic features and spatio-temporal distribution of grain size of sediment in Qumalai reach of the source region of Changjiang River are examined through measurements and comparisons. Research results indicate that: sand and gravel is the dominant sediment in the sampling reach, composing saltation load and suspended load with no rolling sediment. The natural frequency distribution curves are mostly of double peaks, implying that the bed sediment in Qumalai reach is of poor sorting resulting from river hydrodynamics; while the frequency distribution curves of terrace sediment are mostly of multiple peaks, also indicating poor sorting, which may be induced by both river dynamics and glacier dynamics. Sediments in the vicinity of river trough in a same section are coarse, which is consistent with flow dynamics. In addition, the grain size of shoal sediments changes alternately between coarse and fine in vertical direction, which could reflect the hydrological rhythm of rivers in different historical periods and the qualitative change of climate.The distribution of sediments in the vertical direction can supply basic data for river process analysis and hydraulic inversion.
  • WATER RESOURCES AND ENVIRONMENT
  • LI Rui, TANG Xian-qiang
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 13-18. https://doi.org/10.11988/ckyyb.20170981
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    In an attempt to evaluate the potential of using magnesite slag as a solid magnesium source for the recovery of phosphorus in constructed wetland, we investigated the characteristics and influencing factors of magnesium extraction from magnesite slag by HCl leaching. Results revealed that when the particle size of magnesite slag was less than 150 μm and the particle concentration was 5 g/L, the concentration of magnesium ion in leaching solution increased gradually with the prolongation of leaching time until equilibrium was reached five hours later. With the decline of hydrochloric acid concentration in the leaching solution, the concentration of magnesium ion decreased correspondingly. However, when magnesite slag (particle size < 150 μm) was soaked in hydrochloric acid solution (concentration 1 mol/L) for five hours, increasing the magnesite slag concentration would reduce the extraction efficiency. The extraction of magnesium reached maximum (117.70 mg/kg) when hydrochloric acid concentration was 1 mol/L and magnesite slag concentration was 5 g/L. Under such optimal extraction condition, the extracted magnesium was almost acid soluble, accounting for 92% of the total extracted amount. After leaching, magnesite slag’s ability of adsorbing phosphorus in solution was improved as the mineral lattice was destroyed, and the particle size of magnesium slag decreased while the specific surface area increased. In theoretical sense, the magnesium ions in the leaching solution could recover 810 mg phosphorus per kilogram of magnesium slag, indicating that magnesite slag has good potential in phosphorus recovery.
  • TANG Jian, ZHAI Wen-liang, CAO Hui-qun
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 19-25. https://doi.org/10.11988/ckyyb.20170749
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    Studying the connections between drought/flood characteristics and monsoons in the Lancang River basin is of vital significance for understanding the causes, mechanisms and prediction of regional drought/flood disasters; yet the vast majority of existing studies are focused on the temporal and spatial evolution characteristics of drought/flood rather than on the connections between drought/flood characteristics and monsoons in the Lancang River basin. In this paper, the temporal and spatial changes in characteristics of drought/flood in 1957-2015 are investigated in terms of standard precipitation index (SPI12), monsoon index, and water vapor flux; the connections between drought/flood changes and monsoon index are examined, and the mechanism of drought/flood changes driven by monsoons and water vapor fluxes is further revealed. Results indicated that: (1) flood/drought has obvious regional difference, and the downstream area is prone to flood and drought; (2) the frequency of drought is superior to that of flood, showing an increasing trend in annual and seasonal time scales; (3) the frequencies of flood and drought mainly varied periodically at 3-5 years, 8-15 years, and 20-25 years; (4) in drought/flood period, indices of the South Asian monsoon and the Plateau monsoon have relatively strong correlations with the standard precipitation index (SPI12) in the Lancang River basin; such correlation varies in different regions due to the limited transportation distance of monsoons. The results are helpful in understanding the temporal and spatial change characteristics of drought/flood in the Lancang River basin, and also offer scientific basis for the decision-making of drought/flood prevention.
  • GUO Yi, WU Xin-miao, QIE Zhi-hong, RAN Yan-li
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 26-30. https://doi.org/10.11988/ckyyb.20170992
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    In order to describe and interpret hydrological processes in more detail, and at the same time to construct a more accurate distributed hydrological model, we took the Karup watershed in Denmark as an example and calibrated three parameters of MIKE SHE model, namely, saturated hydraulic conductivity, saturated horizontal hydraulic conductivity, and leakage coefficient of river bank, and simulated the daily runoff process in the watershed. Results demonstrate that the root mean square error (RMSE) obtained by the method of parameter calibration based on BP neural network is smaller than that by automatic parameter calibration in MIKE SHE model, with the model efficiency coefficient Ens closer to 1. Having been treated by parameter calibration by BP neural network, the values of RMSE of daily runoff of three test samples are 0.04 m3/s, 0.03 m3/s, and 0.08 m3/s, respectively, and the value of Ens is 0.99. As the simulated runoff displays a trend in agreement with the real runoff, the back analysis method of parameter calibration based on BP neural network is of certain value in runoff simulation.
  • WATER-SOIL CONSERVATION AND ECO-CONSTRUCTION
  • LIANG Xin, KONG Bo, DU Rong-xiang, YU Huan
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 31-36. https://doi.org/10.11988/ckyyb.20170822
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    As a very important cross-border river in South Asia, the Koshi River stretches over China, Nepal and India. Endowed with large altitude difference, diverse land cover types and ecosystem integrity, the Koshi River Basin is a sensitive region for land cover and global climate change. By superposing background data of land use with DEM and TRMM3B43, we analyzed the structure and spatial distribution characteristics of land cover types in the Koshi River Basin in detail, and further examined the correlation between land cover types and topography and meteorological factors. Results demonstrate that: (1) land cover in the Koshi River watershed is composed of a total of fourteen types, namely, bare land, forest, shrub, dry land, paddy field, build-up areas, rivers, lakes, glaciers, shoals, saline land, woody plantation, swamp, and grassland, among which paddy field occupies a largest area, accounting for 32.56% of the basin area, followed by forest taking up 18.89%. (2) Terrain factor has huge impact on land cover, which presents vertical zonality from south to north varying in the order of paddy field, forest, dry land, shrub, bare land, glacier and grassland. (3) Land cover type is closely related to climate factors. With the increase of precipitation, the preponderant land cover types are in the order of bare land, grassland, shrub, glacier, forest, and paddy field. Researching the land cover types in the Koshi River Basin is of great theoretical and practical significance, and could also provide basic data for the Belt and Road Initiative proposed by China.
  • SUN Jin-wei, ZHANG Guan-hua, YANG He-fei, ZHANG Ping-cang
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 37-39. https://doi.org/10.11988/ckyyb.20171176
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    Slope farmland is the main source of soil erosion. Non-point source pollution will be reduced and soil structure will be improved if soil erosion of slope farmland is controlled effectively. In this study, the performance of soil against erosion and the growth indexes of soybean and maize (plant height, maximum net photosynthetic rate and stomatal conductance) under different W-OH concentrations were investigated. Results showed that the response to W-OH solution treatment was different between soybean and maize; soybean and maize growth varied depending on the concentration of W-OH. In general, W-OH solution treatment enhances the resistance of soil against erosion. In the presence of low W-OH concentration, soybean and maize grew better; while in high W-OH concentration, the growth of soybean and maize were inhibited or they even died. Therefore, reasonable concentration should be designed when W-OH solution is applied to slope farmland. The research finding will provide reference for the follow-up application of new materials to water and soil erosion prevention.
  • FLOOD PREVENTION AND DISASTER REDUCTION
  • LIU Ya, YAO Shi-ming, ZHU Yong-hui, ZOU Ji
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 40-45. https://doi.org/10.11988/ckyyb.20170987
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    Located in alluvial plain, the middle and lower Changjiang River suffers from frequent flood disasters. Embankment is the first barrier to protect life and property along the river. The Jingjiang River reach in the middle Changjiang River is exposed to a more serious flood control situation because of large amount of high flood peak and complex river-lake relation. In this research, the flood risk in the flood protection region enclosed by Songzi Levee of upper Jingjiang River reach is assessed. The flood routing process in mainstream Changjiang River and the studied flood protection region in the presence of levee break during a 1000-year event flood is simulated using a 1-D and 2-D coupled mathematical model with generalized river network of Jingjiang River and Dongting Lake water system. Maximum flood depth, inundation duration, and maximum flow velocity are selected as risk elements to analyze the distribution of flood risk. The article is divided into two parts, one of which is presented here to expound the establishment of coupled mathematical model and the process of calibration and verification.
  • WEI Qian-kun, LIU Shu-guang, ZHONG Gui-hui, HU Zi-chen, YAO Zhong-ming
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 46-52. https://doi.org/10.11988/ckyyb.20170868
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    In plain tidal river network area, rapid urbanization with delayed corresponding changes of underlying surface have resulted in insufficient discharging capacity of river channels, together with uprising flood levels and more frequent waterlogging in villages and towns, severely impeding the local economic development. On the basis of expounding influential factors of waterlogging in villages and towns in plain tidal river network area, the impact of channel flood on waterlogging is quantified via numerical simulation with some typical villages and towns as case study. To simulate channel flood and inundation process in town precisely, both of the processes are simulated with hydrodynamic model. Results indicate that influenced by 50-year event flood and 100-year event flood, the discharge in town decreases by 25.17% and 55.24%, respectively, which evidently affects the river flood process in town. Moreover, the increase in return period of rainstorm intensifies the impact of discharge reduction on the expansion of inundated area. Extreme channel flood would expand the waterlogging area by approximately 22%, and would aggravate the waterlogging in villages and towns. The research findings provide reference for the waterlogging risk management for villages and towns in plain tidal river network areas.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • ZHU Jing
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 53-58. https://doi.org/10.11988/ckyyb.20170946
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    In view of the nonlinearity and complexity of deformation series of foundation pit, we propose to research the deformation law of foundation pit by using multifractional detrended fluctuation analysis (MF-DFA) and extreme learning machine improved by particle swarm optimization (PSO-ELM). First of all, we adopt MF-DFA method to analyze the series of deformation rate of foundation pit; secondly, we employ PSO-ELM model to process the cumulative deformation series of foundation pit; finally, we can determine the comprehensive deformation trend of foundation pit by comparing the results of both deformation series. Conclusions imply that MF-DFA could effectively reflect the multifractional feature of deformation rate series, and meanwhile PSO-ELM model is of high accuracy in predicting deformation. The analysis results of the two methods are well consistent, which supports each other in accuracy.
  • HYDRAULICS
  • GAO Jian-xin, FU Zhi-min, SU Huai-zhi
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 59-63. https://doi.org/10.11988/ckyyb.20170998
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    Steps on the overflow surface of stepped spillway is widely used in engineering practice as the steps enlarges the roughness of overflow surface, which brings about prominent energy dissipation effect and good aeration effect. However, due to the special shape of shrinking chute and various combinations of steps and sink sizes, the variation of water flow in the shrinking chute is more complicated, resulting in some difficulty in the hydraulic study of such structure. Under the background of actual engineering demand, an improved coefficient method is put forward in this paper according to Chanson’s formula and the measurement results of existing model test. The calculated water depth of each section in tapered chute of stepped spillway obtained by the proposed method is in good agreement with that of corresponding section measured by model test. The relative error between the calculated water depth and the measured water depth is less than 5%. The method is proved to be of high accuracy and can be used to calculate the water depth in shrinking chute of stepped spillways. The research finding offers a scientific basis for improving the hydraulic characteristics of tapered chute of stepped spillways, and is of guiding significance for engineering applications.
  • ROCK-SOIL ENGINEERING
  • ZHUANG Xin-shan, PENG Wei-ke
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 64-67. https://doi.org/10.11988/ckyyb.20170961
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    Soil-water characteristic curve (SWCC) was fitted by Gardner’s model, Van Genuchten’s model, and Fredlund & Xing’s model to find that in addition to the correlation coefficient R2 (0.940, 0.949, 0.953) fitted by Gardner’s model when dry density equals 1.5 g/cm3, 1.6 g/cm3, and 1.71 g/cm3, the correlation coefficients fitted by other models all exceed 0.96, indicating a good fitting effect. The parameters in Gardner’s model and Van Genuchten’s are of good correlation with dry density. On this basis, a simplified method for determining the model parameters according to dry density is proposed to avoid the complex testing process for obtaining the model parameters. The proposed method is practical and is expected to offer reference for engineering.
  • PANG Xiao-chao, ZHU Jiang-ying, ZHOU Xiao-wen
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 68-73. https://doi.org/10.11988/ckyyb.20171505
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    The clogging of geotextiles as a filtration is a common problem in engineering practice. In this paper the shortcomings and limits of conventional gradient ratio test device and method in current specifications for geotextile clogging are discussed. Moreover, improvements on test device and test method are presented, and the rationality of such improvements is analyzed. A group of tests show that the value of gradient ratio based on the existing text devices cannot directly reflect the clogging of geotextiles themselves, while the improved device can provide convenient independent measurements of soil’s permeability coefficient and geotextile’s permeability coefficient. By this way the actual clogging state of geotextile can be monitored clearly.
  • HU Hua, HU Ze-pei, LIANG Jian-ye, KUANG Zheng
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 74-78. https://doi.org/10.11988/ckyyb.20170243
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    In this paper the axial stress-strain relation, the axial rheological deformation and radial rheological deformation of soft sandstone are measured by RLW-2000M triaxial rheological testing machine in an attempt to investigate the influence of frequency and amplitude of dynamic loading on sandstone’s rheological properties. Moreover, the expression of damage degree with axial strain as damage variable is derived, and the effect of each factor on damage degree is studied. Research results indicate that axial and radial deformations increase with the passage of time, and the hysteresis curve changes from sparse to dense under the action of dynamic loading. The increases in axial and radial deformations intensify with the climbing of dynamic loading amplitude, but attenuate with the rising of frequency. In addition, after an abrupt change, the damage degree of specimen tends to be stable and increases with the climbing of dynamic loading amplitude. The research results will provide scientific basis for us to uncover the rule of rheological damage evolution of sandstone under the action of dynamic loading.
  • ZHOU Yue-feng, XIAO Zhi-wei, ZHAO Na
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 79-83. https://doi.org/10.11988/ckyyb.20180904
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    In an attempt to reveal the meso-evolution of shear band of soil in loading process, triaxial test was performed on an undisturbed loess specimen obtained from Shaanxi, China, and real-time CT scanning was conducted to obtain specimen slices at different strain conditions. The process of local cracks developing into global shear band was reproduced under triaxial loading conditions. The relationship between CT value and soil density was deduced. End restraint phenomenon was observed under isotropic consolidation condition, and the variation in CT mean value against axial strain was analyzed. The further development of cracks was mainly in post-failure stage, and reached stable at residual strength state. Along a typical horizontal section, the local CT value and density show normal distribution, which reflects the reduction of peak value and the widening of waveform with the rising of axial strain.
  • ZHU Nan, LIU Chun-yuan, WANG Wen-jing, ZHAO Xian-hui
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 84-89. https://doi.org/10.11988/ckyyb.20170860
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    Centrifugal model tests are carried out on marshy and lacustrine soft soil embankments treated by vacuum combined with surcharge preloading and reinforced by composite foundation with cement deep mixed columns, respectively. The variations of settlement and earth pressures in two centrifugal models are compared. The reinforcement effects are analyzed in an attempt to determine a suitable reinforcement method for marshy and lacustrine soft soil. Results conclude that under the same condition, the consolidation settlement of embankment treated by vacuum combined with surcharge preloading increases more rapidly than that reinforced by cement deep mixed columns: the consolidation degree reaches over 80% on the 30th day and more than 90% on the 90th day, yet with smaller earth pressures at each monitoring point. Moreover, the sectional settlement distribution of embankment treated by vacuum combined with surcharge preloading is more even, but the differential settlement is large in the late test period. The reinforcement effect of vacuum combined with surcharge preloading is better than composite foundation with cement deep mixed columns because post-construction settlement of the former is half of the latter. In addition, measurement of moisture content before and after centrifugal test suggest that the reinforcement depth of vacuum combined with surcharge preloading extends over ten meters in marshy and lacustrine soft soil. The settlement fitting equations of the two centrifugal models are both exponential functions, which fit well with monitored settlement curves and can be used to predict the long-term consolidation settlement of embankment. In conclusion, vacuum combined with surcharge preloading is superior to composite foundation with cement deep mixed columns.
  • ZHANG Xu, ZHOU Shao-wu, LI Yuan-song, PAN Jin-hua, JIANG Shu
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 90-97. https://doi.org/10.11988/ckyyb.20170963
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    To provide basis for the identification of disaster premonition, the deformation and stress-strain behaviors of highway slope is analyzed to determine the critical displacement thresholds and deformation evolution regularity at measuring points at ground surface. A strongly-weathered argillaceous siltstone slope of highway is taken as research object. A comprehensive safety monitoring system of corresponding early warning criterion is established based on the relation between deformation and safety degree together with in-situ safety monitoring and slope appearance. Moreover, to reveal the intrinsic relation among parameters and their contributions to the stability of slope, the relationships of cohesion, internal friction angle, unit weight, slope gradient against stability are analyzed through uniform design test in consideration of the main effects of factors and the interaction among factors; the changing of strength parameters and slip surface are examined, and the influences of excavation pattern and excavation level are analyzed as well. Results demonstrate that the quadratic polynomial function between stability coefficient F and parameters can be fairly well fitted through nonlinear regression analysis. The influence of materials is greater than that of geometric factors, while the excavation pattern and level is of small effect. Slip surface changes in a negative relation with the changes of cohesion and internal friction angle. The slope experienced three stages of displacement before instability.
  • YUE Lin-lin, LIANG Qing-guo, PU Jian-jun, ZHANG Qin-peng
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 98-102. https://doi.org/10.11988/ckyyb.20170720
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    Tunnel safety under earthquakes in loess area has become an increasingly prominent problem along with the intensifying of investment on railway construction in central and western China according to Belt and Road Initiative proposed by China. Some built projects such as Baoji-Lanzhou high-speed railway and Lanzhou-Chongqing railway, and railways under construction, including Chengdu-Lanzhou Railway and Xi’an-Yinchuan Railway, are all running across the loess seismic belt. For a long period of time, the elevation of tunnel entrance, which is an important parameter affecting the dynamic response of loess slope-tunnel system, has received few attention. In view of this, the dynamic response of loess slope-tunnel system is investigated with tunnel entrance elevation as a key parameter via shaking table test and numerical simulation. The similar ratio of slope-tunnel model was 1∶70, and the elevation of tunnel entrance was designed as zero (slope foot) and 1/2 times of slope height, respectively.Test results demonstrate that at different elevations of tunnel entrance, the failure pattern and damage degree of entrance segment are quite different despite the same conditions of slope height, slope gradient, incident earthquake wave, geomaterials, filling mode, and lining structure. The impact of entrance elevation on the acceleration in lining structure is closely related to the magnitude of the excitation amplitude, and the acceleration response of the tunnel lining structure with the entrance elevation at slope foot is much smaller than that with the entrance elevation 1/2 times of the slope height.
  • ZHANG Yu-chuan, QIAO Zi-qin, GAO Fei, ZHU Ke-wen, YANG Qin
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 103-109. https://doi.org/10.11988/ckyyb.20170837
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    Industrial waste residue combined with cement is of remarkable economic and environmental benefits in solidifying soil by enhancing soil strength and improving residue utilization. A ternary gel system composing fly ash, desulfurized gypsum, and cement is applied to solidify loess in this research. CaOH2 and NaOH are selected as activators of the composite curing agent. Through orthogonal experiments, the influence degree of each component of the composite curing agent on unconfined compressive strength is examined, and the optimum mixing ratio is determined. On this basis, the impacts of loess water content, water-cement ratio, and early strength agent on the strength of the solidified loess are investigated and compared with those of cement-improved loess. Result shows that the strength growth rate solidified by the composite curing agent in middle and late age is higher than that of cement-improved loess, with the 90 day strength amounting to 6.85 MPa, equivalent to that of cement-improved loess with 20% cement mixing ratio. When the water content of composite solidified loess is about 20%, the strength reaches to the maximum at all ages. Triethanolamine and sodium silicate can be used as early strength agent for the composite solidified loess. In addition, XRD diffraction pattern and SEM microstructure verified the curing principle and strength law.
  • FENG Yan-fang, LI Shun-qun, CHEN Zhi-xiang, XIA Jin-hong, WANG Yan-yang
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 110-115. https://doi.org/10.11988/ckyyb.20170956
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    In the aim of improving the utilization rate of rainwater in the construction and operation of sponge city, a rainwater infiltration device was proposed and its effect on increasing infiltration was verified. The rainwater infiltration device was formed via digging an infiltration well in clayey soil ground and filling the well with coarse sand. The seepage in the infiltration well was measured through in-situ test device, and the saturation degree of soil at different times during infiltration was obtained. In the meantime, the original clay site and the clay ground equipped with sand well were simulated in ABAQUS, which provided us the simulated values of saturation degree of soil at different instances in the process of infiltration. Moreover, the test values and simulation values were compared, and the simulated values between original clay site and clay site equipped with infiltration well were further compared. Results demonstrated that sand infiltration well could augment the infiltration capacity of soil by a large margin, and the average growth rate of water infiltration of soil near the infiltration well reached 67.21%. In addition, the effect of infiltration was increased along with the decrease of depth and the distance from the axis of infiltration well.
  • RONG Hu-ren, WANG Hai-long, CAO Hai-yun, WANG Zhan-sheng, WANG Da-lu, FENG Mei-mei
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 116-119. https://doi.org/10.11988/ckyyb.20170976
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    Uniaxial compression test and mercury injection test are conducted on argillaceous cemented sandstone corroded in solutions with different pH values by using MTS816 servo system and mercury intrusion porosimeter. The influences of pH value on strength degradation and microstructure of rock are examined. The results are concluded as follows: (1) acid or alkaline solution both weakens the mechanical strength of rock, and especially when pH value equals 6 and 9, the strength degradation rate reaches the maximum. (2) When pH value reaches 9 and continues to grow, or reduces to 6 and continues to drop, the strength degradation rate is rarely affected. (3) When pH value decreases from 6 to 2, the peak strength of rock declines from 76.94 MPa to 70.91 MPa, with the degradation rate amounting to 7.83%; when pH value increases from 7 to 10, the peak strength reduces from 79.89 MPa to 64.41 MPa, and the degradation rate is 18.12%; when pH value further increases from 10 to 12, the peak strength drops from 64.41 MPa to 63.00 MPa, with a degradation rate only 2.19%. (4) Despite the increase or decrease of pH value, the porosity and skewness of argillaceous fine sandstone tend to rise. The proportion of small opening with diameter less than 0.1 μm experiences the greatest change, and is, meanwhile, the major microcosmic factor that decides the degradation of mechanical strength of the corroded rock. The quantified influence of pH value on the mechanical properties and microstructure of rock would offer new idea and approach for researches on the safety and stability of water-involved rock engineering field.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • LIU Chun-yuan, PANG Yun-ze, ZUO Li-ming, ZHAO Xian-hui, LIU Yu-fei
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 120-125. https://doi.org/10.11988/ckyyb.20170813
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    A new type of grouting material is prepared by using soda residue and fly ash. The influence of the dosage of gypsum, a component together with sodium silicate in compound activator, on the setting time, fluidity, unconfined compressive strength, and freeze-thaw resistance of the slurry was examined. The influence regularity was expounded in association with SEM and XRD approaches. Results demonstrated that: with the increase of gypsum dosage, setting time shortened, fluidity declined, while compressive strength increased; on the contrary, before gypsum dosage reached 10%, the variation tendency of setting time and compressive strength was the opposite. The larger the proportion of gypsum, the greater the strength loss of the stone during freeze-thaw cycles, and such strength loss during the first five freeze-thaw cycles was the most remarkable and then tended to be stable. Ettringite was generated in the slurry system after the addition of gypsum. The research findings provide reference for the improvement and application of soda residue-fly ash grouting material.
  • WU Cong, PENG Gang, XIAO Yang, HUANG Chao, QIAO Zong-yao, PENG Zhu-jun
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 126-132. https://doi.org/10.11988/ckyyb.20170921
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    Dynamic splitting tensile test under varying lateral pressure was conducted to simulate the actual stress state of concrete structures under earthquake and other dynamic loads. The variations of concrete’s splitting tensile strength, peak strain, and elastic modulus against strain rate and lateral pressure were examined in depth, and Mazars’ splitting tensile constitutive model was modified based on statistical distribution theory. Results suggest that the variations of mechanical properties of concrete under splitting tension and lateral pressure still display strain effect: increases in strain rate and lateral pressure could both enhance the splitting tensile strength and splitting modulus of elasticity; with the climbing of lateral pressure, the dynamic peak stress of concrete firstly reduced but then augmented. The modified constitutive model could well fit the dynamic splitting tensile stress-strain curves of concrete under different lateral pressures. The fitting parameter c of the upward segment of the stress-strain curve is affected by both strain rate and lateral pressure, while parameters AT and BT of the downward segment mainly depend on test conditions. Comparisons with data obtained by other scholars reveal that the modified model is of good suitability.
  • LEI Jun-an, YANG Jun
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 133-138. https://doi.org/10.11988/ckyyb.20170948
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    Unconsolidated-undrained triaxial shear test was conducted on weathered sand from the Three Gorges Reservoir area stabilized by lime-fly ash. The ratio of lime to fly ash was 1∶2, 1∶3, 1∶4, and the corresponding lime dosage was 4%, 5%, and 6%. The shear strength indexes of weathered sand stabilized by different dosages of lime-fly ash were obtained, and then the results of triaxial test were compared with those obtained by direct shear test. Conclusions are as follows: 1) the stress-strain curve of weathered sand stabilized by lime-fly ash displays strain softening feature under different confining pressures; 2) the change of lime-fly ash content in specimens exerts little impact on the internal friction angle, but dramatic impact on cohesion; 3) at a stable lime content, cohesion increases with the rise of fly ash content, while internal friction angle increases but then declines with the rise of fly ash content. Comparison between triaxial test and direct shear test results reveals that the cohesion obtained by triaxial test is greater than that by direct shear test, but the value of internal frictional angle shows little difference.
  • JI Feng, CHEN Liang-liang, ZHANG Peng, ZHANG Hong-hong, MENG Zhao-ze, MA Xie-gang, REN Xiang
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 139-144. https://doi.org/10.11988/ckyyb.20171028
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    In an attempt to study the correlation between water absorption rate and strength of recycled concrete, we conducted mechanical tests on designed recycled concrete and ordinary concrete as well for comparison. In the preparation of recycled concrete samples, we replaced natural coarse aggregate with recycled coarse aggregate (5-20 mm) in a ratio ranging from 10% to 100% with each ten percent as a test group (in a total of ten groups), and designed the water-binder ratio at three levels (0.3, 0.4, and 0.5). Furthermore we examined the impacts of curing age, coarse aggregate’s replacement ratio, and water-binder ratio on the relationship between water absorption rate and strength of recycled concrete. Results unveil that when replacement ratio stays within 0%-50%, the recycled coarse aggregate concrete features with high compressive strength and low water absorption rate; when replacement ratio is about 20%, the water absorption rate reduces to the minimum while the splitting tensile strength reaches the maximum. Moreover, water absorption rate of recycled concrete is in a logarithmic relationship with compressive strength, and a power function relationship with splitting tensile strength for both recycled and ordinary concretes. The conclusions offer new idea and approach for detecting the strength of concrete.
  • INSTRUMENTATION DEVELOPMENT AND TESTING TECHNIQUES
  • SHENG Jin-chang, DU Yun-chen, ZHOU Qing, LI Feng-bin, JIA Chun-lan, LIU Xing-xing, ZHAN Mei-li, LUO Yu-long
    Journal of Changjiang River Scientific Research Institute. 2019, 36(3): 145-150. https://doi.org/10.11988/ckyyb.20171049
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    To better study the permeability of rock under complex conditions (high stress, high water pressure, high temperature, and hydrochemical action), we researched and developed a test system coupling thermal, hydrological, mechanical and chemical (THMC) processes. By directly applying temperature field, seepage field, as well as chemical environment, the test system is a brand new system based on the existing stress-seepage coupling test system. On the basis of stress loading system and osmotic pressure control system, we added temperature control system and self-mixing chemical solution system. The maximum axial load of the test system could reach 1 500 kN. By this system, we could perform permeability tests of fractured rock in coupled conditions: high stress (30 MPa), high water pressure (30 MPa), high temperature (150 ℃) or low temperature (-20 ℃), and chemical action (in strong acid or strong alkaline environment). Moreover, we could also perform test coupling rock deformation, rock permeability and stress processes. We applied the proposed system to many coupled permeability tests and verified its reliability.