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01 August 2019, Volume 36 Issue 8
    

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    SPECIAL CONTRIBUTION
  • HOU Jian-guo, AN Xu-wen
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 1-9. https://doi.org/10.11988/ckyyb.20190090
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    In an attempt to promote the application and the development of the structural reliability theory in design specifications for hydraulic structures, we systematically summarize our three decades of experiences in compiling hydraulic structure design codes which were accomplished and revised in the light of the structural reliability theory.The analytical method of reliability calibration and the principles of determining target reliability index in revising the design codes according to structural reliability theory are proposed. The determining principles and methods for the partial coefficients in design codes are put forward, and the concept and application of equivalent safety factor for the design expression of partial coefficients are presented. Moreover, the basic priciples and methods, which should be followed when comparing the safety level in design codes between China and abroad, are also proposed.The above discussions can be taken as reference when hydraulic structure design specification is revised according to structural reliability theory.
  • RIVER-LAKE SEDIMENTATION AND REGULATION
  • CHEN Gang, CHENG He-qin
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 10-16. https://doi.org/10.11988/ckyyb.20171273
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    As a fundamental issue of river dynamics, the resistance of river bed is closely related to the discharge capacity and sediment carrying capacity of river. The distribution of river bed resistance in different reaches was analyzed by calculating the sand particle resistance and sand wave resistance based on data acquired synchronously using multi-beam measurement system, ADCP, and particle size data from Jiujiang to Hekou in 2014-2016. The relations of bed resistance against ratio of width to depth, particle size, and flow velocity were examined. Furthermore, the bed resistance and influencing factors for main segments before and after the impoundment of Three Gorges Project (TGP) were also compared. Results concluded that: around the impoundment of the TGP, the maximum and average sand particle resistance from Jiujiang to Wusongkou decreased by 57% and 63%, respectively. Meanwhile, sand particle resistance was the dominant resistance, while sand wave resistance accounted for less than 1% and even tended to decline along with the operation of TGP. Before the impoundment of TGP, bed resistance in the lower reach of the Yangtze River was the most significantly correlated with particle size, followed by velocity and width to depth ratio; and the corresponding average correlation coefficients was 0.48, 0.30, and 0.25, respectively. After the impoundment of TGP, the correlation ranked from flow velocity, width to depth ratio to particle size in sequence; and the corresponding average correlation coefficients was 0.71, 0.41, and 0.30, respectively. The main influential factors of bed resistance in different reaches varied with time period.
  • FU Wei, WANG Neng, LI Zhi-wei, HU Xu-yue, SHEN Xiao-xiong
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 17-22. https://doi.org/10.11988/ckyyb.20180120
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    Located in the upstream of the Yuanjiang River, Dafutan navigation-hydropower project is in mountainous restrictive channel with complex flow condition unfavorable for navigation. The entrance and connection segments of the upstream and downstream approach channels are featured with unfavorable flow condition, large transverse flow velocity, and insufficient water depth for navigation under low flow. In view of this, we designed and constructed a physical model of the shiplock of Dafutan project to comprehensively investigate the navigation flow condition in the entrance and connection segment of approach channel and the sandbar tail. Ship model test demonstrated that the original layout of the project and the navigation structures are unreasonable. The navigable flow condition of the entrance and connection segment of upstream lock approach channel is subjected to the cross current at the middle sandbar under the circumstance of simultaneous discharge of left and right branches, difficult for ship navigation. In order to improve the flow condition, we take measures such as elongating the navigation wall, building spur dike and longitudinal dike along the bar tail, and excavating the navigation channel. We found that the navigation condition and the flow condition of ship model had obviously improved under the optimized layout scheme 4. In addition, we determined the maximum navigable discharge under the optimized scheme 4, and demonstrated the safety and engineering feasibility of the optimization.
  • WATER RESOURCES AND ENVIRONMENT
  • CHU Yi-fan, ZHAO Shan-shan, LI Gao-guang, JIN Tong-xia, MA Jian-min
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 23-29. https://doi.org/10.11988/ckyyb.20171424
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    Chenqiao East Lake is one of the perennial catchments in the middle experimental zone of Xinxiang Yellow River Wetland Bird National Nature Reserve, which is a breeding and habitat for many rare birds with important values for biodiversity conservation and potential scientific research and ecological tourism. To understand the plankton community structure and the water quality state in Chenqiao East Lake, we collected plankton samples in the studied lake in January (winter), April (spring), July (summer) and October (autumn) of 2017, and at the same time evaluated the water quality status by analyzing plankton diversity index. Results revealed a total of 118 species of phytoplankton belonging to 67 genera and 8 phylum, dominated by Chlorophyta (47 species) accounting for 39.83% of the total species, followed by diatoms (35 species), and Dinoflagellate of only two species. The abundance of phytoplankton varied from 2.52×106 to 39.7×106 cells/L. The main dominant species were Bacillariophyta, Chlorophyta and Cyanophyta. Moreover, we identified a total of 34 species of zooplankton, with primary dominance by Rotifer (21 species) taking up 61.76% of the total species. The abundance of zooplankton varied from 68 to 1 342 cells/L. The main dominant species was rotifer, while rotifers filter feeders (RF) was the main zooplankton functional group. The results of plankton diversity index showed that the water bodies in Chenqiao East Lake were moderately polluted, worst in summer and relatively good in winter, which was consistent with the investigation results of physical and chemical indexes of water bodies.
  • TANG Yun, LU Yi-min, WU Sheng
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 30-35,48. https://doi.org/10.11988/ckyyb.20171452
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    According to the monthly monitoring data of eight water quality indicators at 20 sites from January 2014 to February 2017, we probed into the spatio-temporal variations and influential factors of water quality in streams of Minjiang River basin via multivariate statistical method and identified the sources of water pollutants. In temporal scale, the water quality in Minjiang River basin can be categorized in line with two time periods: T1 (April to December), during which the water quality is good with ammonia nitrogen as major pollutant overwhelmingly coming from agriculture;and T2 (January to March) when ammonia nitrogen and total phosphorus are dominant pollutants.In spatial scale, the water quality in Minjiang River basin can be classified according to three regions: the S1 region located in the downstream of Jianxi River, the Shaxi River, the Dazhang River and the main stream of Minjiang River where water quality is the worst with nutrients as main pollutants followed by oxygen consumption organics coming from the industrial wastewater, agricultural and livestock husbandry sewage, and sanitary sewage from cities of Fuzhou, Sanming, and Nanping;the S2 region which is located in the downstream of Shaxi River and the mid-upper reaches of Futun River featured by good self-purification ability and the best water quality with nutrients coming from non-point source pollution; and the S3 region which stands for the mid-upper reaches of Jianxi River and Futun River, with agricultural non-point source pollution as chief pollution source.
  • ZHANG Hai-li, HE Xin-chun, DENG Jia-quan
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 36-41,48. https://doi.org/10.11988/ckyyb.20180430
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    A hydrodynamics and water quality regulation model based on gate-pump joint operation was built with Mike11. Multi-objective function was designed and the effect of regulation schemes was evaluated by grey multi-objective optimization algorithm. The hydrodynamics and water quality are positively correlated with the hydrodynamics of adjacent external river,but negatively related with the distance from adjacent external river. The model is applied tothe Zhongshun large polder in Pearl River Delta and demonstrated that the water power and quality is bad in general. In view of this, five schemes of gate-pump joint operation were put forward to improve the hydrodynamics and water quality in the study area, and an optimum scheme was selected using grey multi-objective optimization algorithm. The present model is verified to well demonstrate the comprehensive effect of hydrodynamic and water quality improvement under different regulation schemes of gate-pump joint operation, and offers reference for similar tidal river networks.
  • LUO Lan-hua, XIE Hong-xia, NING Mai-jin, ZHANG Min, HE Hong-shi,LI Ya-ping
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 42-48. https://doi.org/10.11988/ckyyb.20180018
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    The trends and stages of runoff and precipitation in Zhengshui River watershed, a first-grade tributary of Xiangjiang River, in the past five decades (1961-2012) were analyzed using methods of Mann-Kendall test, accumulated anomaly curve, and double mass curve. The influences of precipitation and human activities on runoff change were also quantified. The data came from observed runoff at Shenshandou hydrometric station and observed daily precipitation at seven adjacent meteorological stations in the Zhengshui River watershed. Research findings demonstrated that the variations of annual runoff and annual precipitation in the Zhengshui River watershed are apparently staged into low-flow period and high-flow period. In general, both annual runoff and annual precipitation were rising, of which the former increased more evidently. Runoff changed abruptly in 1988, while precipitation in 1991. After the abrupt change, runoff climbed obviously under the combined action of precipitation and human activities, of which the former contributed 24.26% of the increment, whereas the latter contributed up to 75.74%. As the major influential factor of runoff change in the Zhengshui River watershed at present, human activity, to be specific, rational human activity, could adjust runoff.
  • ZHUANG Wei, LU Cheng-peng, ZHU Xuan-yu, LI Hui-min, WANG Su-wan
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 49-54. https://doi.org/10.11988/ckyyb.20170634
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    Hyporheic exchange is one of the important physical processes that affect the flow conditions of river-groundwater belt, the water environment restoration, and the ecological balance. However, the mechanism of the influence of clay lens on subsurface flow in riverbed has not been well revealed. In this study,the hyporheic exchange under the influence of clay lens is investigated by means of physical modeling with appropriate dimensions with reference to actual geological conditions.Under controlled water head and discharge, the hyporheic exchange is simulated in the presence of varied sizes of clay lens at different depths, and the groundwater flow field in the hyporheic zone is rendered according to the measured pressure data. For each simulation case, the gradient of flow field is calculated using the contours drawn at the same distance from the clay lens in four directions. The velocity field near the lens can then be obtained, and is further transformed to flow field in line with Darcy’s law. The study reveals that hyporheic discharge decreases with the increase of the size and depth of single clay lens.As the water head difference between the upper and lower surface water increases, the flow velocity increases at the upstream face of clay lens with an attenuating growth rate, but reduces at the back side of the lens with an aggravating reduction rate. In addition, a method for studying small scale subsurface flow exchange processes is also provided.
  • FLOOD PREVENTION AND DISASTER REDUCTION
  • NIU Chen, WANG Shuang-yin, WU Su-juan
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 55-60. https://doi.org/10.11988/ckyyb.20180062
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    Studying the frequency distribution of short-duration rainstorm could provide basis for design flood calculation in small watershed, which is of great significance to the prevention and control of mountain flood disaster and flood control and drainage of towns. On the basis of measured rainstorm data of 18 benchmark and basic meteorological stations in Shaanxi Province from 1984 to 2013, a total of 90 sequences of rainstorm of short duration (10 min, 30 min, 60 min, 90 min, and 120 min)were selected for the study using annual maximum value method. The parameters of Pearson III distribution (P-III), generalized extreme value distribution (GEV), Gumbel distribution (Gumbel), normal distribution (N), exponential distribution (EXP), and two-parameter gamma distribution (Gamma) of each sequence were estimated by linear moment method.The accuracy of fittings were analyzed according to certainty coefficient, sum of squared errors, and probability plot correlation coefficient. Results evinced that:(1) The mean value and linear dispersion coefficient of the rainstorm sequence of each site both displayed increasing trend with the elongation of rainstorm, whereas the linear skewness coefficient showed no uniform trend. (2) The mean value of rainstorm sequences of the same duration increased from the west to the east.The linear dispersion coefficient and linear skewness coefficient in the north of Qinling Mountain decreased from the west to the east, but in the south of Qinling Mountain, the two coefficients were larger in the middle and smaller in the east and west. (3) The optimal distribution of 81 rainstorm sequences, covering 90% of the total sequence groups, is P-Ⅲdistribution (including Gamma distribution), which can be used as the theoretical frequency distribution of short-duration rainstorm in the study area.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • WANG Shao-wei, ZHENG Chun-feng, SU Huai-zhi, FU Qi-min
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 61-66,80. https://doi.org/10.11988/ckyyb.20180121
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    Reinforcement effect evaluation for dangerous sluices is a complicated system, in which the evaluation index information, index weight and evaluation set are all fuzzy and uncertain. In view of this, according to the Administrative measures for the post evaluation of reinforcement projects by the central government, a comprehensive evaluation index system, which consists of five first-level indexes and 21 second-level indexes, is established for the reinforcement effect of dangerous sluices, and the grading standards under the hundred percentage point system is determined. Furthermore, cloud models for index weight, evaluation set and the representation of evaluation information are established, and the numerical characteristics of such cloud models are used to quantify the propagation of uncertainty in the evaluation process and the credibility and stability of evaluation results. The reinforcement project of Taipu sluice is studied as an example. Research results show that the uncertainty of index weight has great influence on evaluation results, and the proposed method is effective and can be used for similar projects. The reinforcement effect of Taipu sluice can be determined as “supreme” level, which accords with the actual situation.
  • WANG Cheng,YANG Guang,ZU An-jun,CHEN Yue,YIN Wen-zhong, QIU Xiao-qin
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 67-72. https://doi.org/10.11988/ckyyb.20181194
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    The total deformation of concrete dam can be attributed to the deformation caused by water pressure, temperature and time, among which the deformations caused by water pressure and temperature are reflected as periodic components, while the aging deformation as trend component. In this paper, a combinatorial deformation prediction model for concrete dam is established by integrating wavelet decomposition, Even Grey Model (EGM), Periodic Extension (PE), and Autoregressive Integrated Moving Average (ARIMA) model. Wavelet is employed to decompose the trend items and periodic items in the time series of dam deformation; EGM for the effective prediction of trend term, and PE model for periodic term; ARIMA model is adopted for the prediction of residuals of EGM and PE model. An engineering case study verifies the effectiveness of the present model. The results show that the time series of dam deformation can be fitted and predicted effectively by this combined model, in which the variation law of each deformation component of the dam is considered. The fitting accuracy and prediction accuracy of the combined model are both superior to those of traditional statistical model.
  • GAO Hui-hui, PEI Xiang-jun, CUI Sheng-hua, ZHU Ling, LIANG Yu-fei
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 73-80. https://doi.org/10.11988/ckyyb.20180109
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    Wenchuan earthquake is the largest earthquake in China since the 21st century. From the aspects of scale, intensity and time,we made a preliminary statistical analysis on the characteristics and differences of geological disasters (landslide and debris flow in this paper) evolved nine years after the Wenchuan earthquake, and predicted the evolution trend of landslide and debris flow during 2018-2025. Results demonstrated that: (1) The number of landslide is inversely proportional to the scale and intensity of earthquake, and landslides mainly happened in July-September.(2)The scale of debris flow is more uniform, and the number of debris flow is approximately proportional to the intensity of earthquake, and debris flow mainly concentrated in July-September.(3) In the early stage after the earthquake, landslide was small in number while debris flow was large. (4) The difference in the evolvement characteristics between landslide and debris flow after the Wenchuan earthquake lies in the formation conditions.(5) According to prediction, landslide will decrease in an oscillating manner in a short period of time,with a cycle of 3-5 years, whereas debris flow will fluctuate horizontally,also with a cycle of 3-5 years.
  • HYDRAULICS
  • NING Li-zhong,QU Ya-wei,NING Bi-bo,TIAN Wei-li
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 81-85. https://doi.org/10.11988/ckyyb.20180074
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    The aim of this paper is to make an improvement on hydraulic jump equation in abruptly expanding channel and compare it with the experimental results of predecessors. Under the assumption that average water depth in the backflow region is taken as representative water depth, the general equation of hydraulic jump in abruptly expanding channel is derived according to the principle of momentum conservation. On the basis of improving the concrete expression of the average water depth in the backflow region, a new equation for hydraulic jump in abruptly expanding channel is obtained, and a method for determining the parameters in the equation is given. The conjugate depth ratios obtained by existing equations and the present improved equation are compared with the experimental results. The comparison demonstrates that the average error and the maximum error between the conjugate depth ratio obtained by the present improved equation and the experimental results are the smallest and the accuracy is the highest in the presence of varying expansion ratio of channel. In addition, the present equation is convenient for calculation with explicit solution. Therefore, we recommend the improved equation for hydraulic design of conjugate water depth of hydraulic jump in abruptly expanding channel.
  • ROCK-SOIL ENGINEERING
  • ZHUANG Xin-shan, WANG Zi-xiang, YANG Wen-bo
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 86-89,96. https://doi.org/10.11988/ckyyb.20180064
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    Compaction test, unconfined compression test and triaxial test were carried out to study the strength characteristics of expansive soil modified by fly ash and weathered sand composite material. Results demonstrated that when keeping fly ash dosage unchanged, increasing the content of weathered sand enhanced the maximum dry density at first but then weakened, while gradually lessened the optimum water content; when keeping the content of weathered sand unchanged, increasing the fly ash dosage deteriorated both the maximum dry density and the optimum water content. When the proportion of fly ash and weather sand together remains at 20%, with the climbing of weathered sand proportion, the unconfined compressive strength and triaxial shear strength of expansive soil augmented firstly and then declined. The strength of expansive soil reached the maximum when weathered sand proportion was 5% and fly ash proportion 20%. In addition, the influences of fly ash and weathered sand dosages on the internal friction angle and cohesion of expansive soil were also examined.Internal friction angle inceased but then reduced with the rising of fly ash and weathered sand content; when the sum of fly ash and weathered sand content reamained unchanged, cohesion developed in negative relation with fly ash content, and in positive relation with weathered sand content.
  • HU Qi-jun,YU Jun-yao, LIU Ming, TANG Wei, CAI Qi-jie
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 90-96. https://doi.org/10.11988/ckyyb.20180119
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    The stochastic and associative feature of mechanical parameters of rock mass is an objective factor that affect the determination of mechanical parameters of engineering rock mass. In line with geological statistic theory, a stochastic-associative spatial interpolation method is proposed for the mechanical parameters of engineering rock mass.The stochasticity of mechanical parameters is described by replacing the parent moment with the sample moment in the condition that the probability distribution is unknown; and the associativity between sample points, sample points and interpolation point is quantified by the variation function. Kriging’s method is used to interpolate the mechanical parameters of engineering rock mass on site.The spatial distribution model of mechanical parameters of engineering rock mass with unknown probability distribution is established and verified through an engineering case.Moreover, the dependency of this method on sample number is expounded through comparative study with different effective sample numbers. With the increase of effective sample number, the relative error between model estimation and test result reduces. In the engineering case study, the relative errors between model estimations and test results of mechanical parameters of three samples are 4.2, 4.4, and 5.3, respectively. In addition, the application scope of the present method and corresponding measures for other situations are also discussed for further research.
  • LI Li-hua, YU Chang-dao, HU Zhi, LIU Yi-ming, ZHANG Jiang, LI Jun-peng
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 97-103,111. https://doi.org/10.11988/ckyyb.20180115
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    Large-scale triaxial tests are conducted on sand specimens mixed with 20% fly ash under different consolidation and drainage conditions to investigate the behavior of fly ash and sand mixtures. The stress-strain behavior of fly ash and sand mixture with different reinforcements and different spacings between layers of reinforcement under different consolidation and drainage conditions is examined. Test results reveal that the shear performance of fly ash and sand mixture is the optimum under unconsolidated undrained condition. The effectiveness of tire reinforcement is the best,followed by triaxial geogrid,biaxial geogrid and geocell reinforcement. The corresponding coefficient of reinforcement effect and principal stress difference at failure both increase with the reducing of the spacing between reinforcement layers. Nevertheless,the spacing between reinforcement layers should not be too small; the reinforcement effect is good when the spacing is 20 cm. In addition, as confining pressure increases,the deviatoric stress at failure increases, while the corresponding reinforcement effect shrinks.The aforementioned results revealed the mechanical properties of reinforced fly ash-sand mixture under triaxial test, hence serving as theoretical basis for the application of fly ash-sand mixture.
  • ROCK-SOIL ENGINEERING
  • WANG Bin, RONG Chuan-xin, CHENG Hua
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 104-111. https://doi.org/10.11988/ckyyb.20171300
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    In the light of the functional relationship between freezing temperature and elastic modulus E and cohesion c and by the aid of the trapezoid-parabola equivalent temperature field model, the analytical expressions of stress in elastic and plastic zones of triple-row-piped heterogeneous frozen soil wall were derived based on the assumption that the frozen wall is a thick cylinder with its material properties varying in segmented function along radial direction. The relationship between the bearing capacity of frozen wall and the relative radius of plastic zone was also given. Such calculation theories were applied to the mechanical property analysis for a frozen soil wall in a mine area of Huainan City. Results unveiled that the radial stress of the heterogeneous triple-row-piped frozen soil wall increased with the expansion of relative radius r, while circumferential stress in the Ⅰ, Ⅱ and Ⅲ intervals changed in different laws. Calculation results also demonstrated that the elastic ultimate bearing capacity of homogeneous frozen soil wall was too large, which is risky in design. Therefore, the calculation result of heterogeneous frozen soil wall was more consistent with the actual stress condition of frozen wall. The research findings offer important theoretical reference for the design of multi-row freezing in deep alluvium.
  • ZHENG Jun, WANG Shi-mei, ZHOU Hui, WANG Li, ZOU Liang-chao, XU Hui-yuan, HOU Hui-ming
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 112-118,124. https://doi.org/10.11988/ckyyb.20180096
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    The development of landslide deformation usually goes through a certain period of time. At the same time, landslide soil is often in a non-saturated state under rainfall and reservoir water level fluctuation. Constructing a creep model of unsaturated soil in consideration of the matric suction is of vital significance. In this research, a creep model of unsaturated soil for a landslide in the Three Gorges Reservoir area is built based on Burger’s model and assumptions of the mechanics of unsaturated soil. In subsequence, the model parameters were solved using nonlinear regression algorithm, and the model’s rationality was verified by comparing predicted values with experimental values. Finally, in the light of the linear correlation between model parameters and net confining pressure, the model was further modified and the validity of the modified model was verified. The constructed creep model of unsaturated soil well reflects the unsaturated creep behavior of soil in the sliding zone of the landslide, thus is of great significance in predicting the long-term deformation of the landslide.
  • YUAN Pu,MA Dong-dong
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 119-124. https://doi.org/10.11988/ckyyb.20180054
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    Coupling wetting-drying cycles and dynamic loading deteriorates the physical and mechanical properties of coalmine rock, damages underground structure and even induces geological hazards and accidents in coalmine underground engineering. In the light of longitudinal wave velocity variation and Weibull distribution statistical damage theory, we deduced the damage evolution equation of coalmine sandstone under coupling wetting-drying cycles and dynamic loading, and investigated the damage evolution with the dynamic elastic modulus determined by different methods. We found that the method of determining dynamic elastic modulus as the average slope between 30% and 70% peak stress on dynamic stress-strain curve is more suitable for the damage evolution rule of tested coalmine sandstone. Moreover, we further examined the influence of wetting-drying cycle on total damage variable and total damage ratio, and unveiled that under coupling wetting-drying cycles and dynamic loading, damage variable enlarged with the proceeding of cyclic wetting and drying, while damage ratio increased first and then reduced with the growth of dynamic strain. Finally, we built and validated a dynamic constitutive model for coalmine sandstone under coupling wetting-drying cycles and dynamic loading. The test results are expected to offer basis for the stability analysis in deep underground rock engineering.
  • MENG Jie,LI Xi-an, ZHAO Xing-kao,LIU Jin-yang,WANG Jin-xia
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 125-130. https://doi.org/10.11988/ckyyb.20171212
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    The effect of preparing remoulded loess samples by different methods in laboratory is studied in this paper to provide accurate index parameters for geotechnical engineering. Triaxial remoulded loess samples prepared by pressing and bumping were scanned by high precision μCT to reconstruct the soil’s microstructure in three dimensions by VG Studio MAX2.2 image processing software. The structure, 3D information of pores, and pore distribution of loess samples were quantified; the influences of pore uniformity and confining pressure on the ultimate strength of loess samples were examined by means of triaxial shear test. Results show that: (1) layered pressing is prone to result in severe damage to the internal structure of loess sample; layered bumping lead to the non-uniform distribution of pores. The pore size of main volume frequency of samples undergone one-time pressing is 40 μm smaller than that of bumped samples, and the difference of porosity in different zones is less than 3%. (2) The greater the gap between the soil porosity distribution, the smaller the ultimate strength. Conclusion was drawn as follows: the characteristics of loess is affected by the spatial distribution of porosity, and one-time bumping method is recommended for the preparation of remoulded loess sample.
  • WANG Zhen-hua, WU Xue-ting, XIANG Wei, XU Xi-chen
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 131-135. https://doi.org/10.11988/ckyyb.20180045
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    The oxygen-containing functional group in organic matters of sludge is prone to combine with the aluminum and calcium produced by the hydration of cement, thus delaying the hydration process and hindering the hardening of cement. To eliminate the adverse impact of organic matters on cement hydration, we select potassium ferrate as an admixture for the pretreatment of sludge, and examine the changes in the strength of cement-stabilized sludge via unconfined compressive strength and direct shear strength tests; furthermore we look into the microstructure of cement-stabilized sludge using scanning electron microscope. Research findings suggest that pretreating by adding potassium ferrate could effectively improve the unconfined compressive strength and shear strength of cement-stabilized sludge because the organic matters in sludge are oxidized by potassium ferrate, which ensures the full progress of cement hydration reaction and volcanic ash reaction.Besides, potassium ferrate is reduced by organic matters. The adsorption of free Fe(III) onto clay particles surface thins the diffusion layer and gives rise to the flocculation of clay particles.In conclusion, potassium ferrate pretreatment improves the strength of cement-stabilized sludge by changing the microstructure of cement-stabilized sludge.
  • KE Rui, WANG Hong-xing, TAN Yun-zhi, WU Jun, HUANG Long-bo
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 136-139,145. https://doi.org/10.11988/ckyyb.20180046
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    To study the mechanical properties and degradation mechanism of solidified silt undergone cyclic freezing and thawing,we analyzed the changes in deformation feature, internal friction angle, cohesive force, and compression features of solidified silt via unconfined compressive strength test, direct shear test and consolidation test. Results demonstrated that with the proceeding of cyclic freezing and thawing, the unconfined compressive strength, internal friction angle, cohesion, and compression yield pressure of solidified silt all degraded. After six cycles, the mechanical indexes of solidified silt reached a critical status and changed abruptly towards brittle failure. The research finding could offer scientific idea for preventing and controlling the degradation of solidified silt.
  • LUO Qiang, FENG Na
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 140-145. https://doi.org/10.11988/ckyyb.20171489
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    The impact of inclined loading on bearing capacity of suction caissons over sand foundation is investigated by establishing an ideal elasto-plastic constitutive model which takes the rotation of principal stress direction into consideration. Through numerical integration, the variation in principal stress direction during shear deformation is obtained, and moreover, the influence of inclination angle of load on distribution of equivalent plastic strain is examined. Research result unveils that under inclined loading, equivalent plastic strain concentrates in the peripheral of caisson wall and the lower part of caisson. Soils inside the caisson are at elastic deformation state. In addition, the inclination angle of load has little influence on the relation between vertical load and settlement, but has evident impact on the relation between horizontal load and displacement. In the initial stage of deformation, the principal stress direction rotates apparently, and the rotation angle becomes larger with the increasing of load’s inclination angle. When vertical displacement ranges between 0.05D-0.10D, the principal stress direction reaches stable stage and stops rotating.
  • GE Nan, SUN Yan, HOU Chao-qun, ZHU Da-yong, YIN Yong-gao
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 146-152. https://doi.org/10.11988/ckyyb.20180059
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    Rooted uplift pile foundation is a new type of foundation with variable cross-section with concrete roots jacking in the sidewall of caisson. Reasonable arrangement of roots could reduce construction cost while improving foundation’s bearing capacity. In an aim of enhancing the efficiency and reliability of applying rooted uplift piles in engineering, we compared the bearing capacity—to be specific, uplift displacement, axial force of pile shaft, and lateral frictional resistance—of ordinary uplift pile and rooted uplift pile in sand under different levels of vertical uplift load through model test. Results revealed that the bearing capacity of rooted uplift pile increased by 57% compared with that of ordinary uplift pile; the axial force of pile shaft changed significantly at roots; the lateral frictional resistance of the pile was transmitted from top to bottom, and reached the extreme value near the roots. In addition, setting the roots as close as possible to the bottom of pile is an effective way to improve the bearing capacity of rooted uplift pile in the premise of ensuring the strength of root not damaged and the installation of root convenient.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • DU Xiang-qin, LI Zong-li
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 153-158,164. https://doi.org/10.11988/ckyyb.20180093
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    Despite small thickness, the interfacial transition zone (ITZ) between aggregate and cement paste has remarkable influence on the elastic modulus of concrete with its strong inhomogeneity in microstructure. In consideration of the inhomogeneity of ITZ, a multi-phase prediction model for the elastic modulus of concrete was proposed based on the meso-inclusion theory, in which the matrix phase containing voids and cement pastes was considered as the equivalent matrix, and the inclusion phase consisting of aggregate and inhomogeneous ITZ was considered as the spherical equivalent particles with different diameters, and finally an equivalent homogeneous concrete consisting of equivalent matrix and equivalent particles was formed. The predicted values of elastic modulus agreed well with Stock’s experimental results. In addition, quantitative analysis unveiled that the inhomogeneity of ITZ had a profound influence on elastic modulus of concrete: the higher inhomogeneity level of ITZ, the lower of elastic modulus. The elastic modulus of concrete also declined with the increases of ITZ thickness and the porosity of cement paste, while increased with the volume fraction of aggregates.
  • ZHAN Liang-hong,WEI Bo-wen,ZHONG Zi-meng,XU Zhen-kai
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 159-164. https://doi.org/10.11988/ckyyb.20171386
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    In the reliability analysis for gravity dam, statistical information is challenging to be obtained by probability reliability analysis due to the limitations posed by uncertain parameters, and the functions are highly nonlinear hence are difficult to be described with analytical expression. In view of this, a non-probabilistic reliability(N-PR) index calculation model of gravity dam in consideration of uncertain parameter ranges is constructed. On this basis,the calculation method of N-PR index for gravity dam in association with Kriging model’s strong prediction and fitting advantages is built.A practical engineering example demonstrates that the present method effectively overcomes the limits that the uncertain parameters shall vary randomly in probability reliability analysis and the calculation results are highly sensitive to the parameters. The method also adapts to the highly nonlinear function of gravity dam.
  • WANG Meng-shi,ZHANG Rong-ling,NING Gui-xia, HU Rui-peng, QI Qiang, WANG Bing-zhong
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 165-169. https://doi.org/10.11988/ckyyb.20171428
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    Expansion agent cannot fully react due to the lack of sufficient moisture inside high-performance expansive concrete. Superabsorbent polymer (SAP) provides the expansion agent reaction with sufficient moisture, and also supports the internal curing of concrete. In this paper, the effects of SAP dosage on mechanical properties and pore structure of expansive concrete are studied via experimental approach. Test results demonstrate that the dosage of SAP as of 0.3% brings about a maximum improvement of mechanical properties of expansive concrete and a surging of concrete’s strength by 5.4%. A proper amount of SAP also improves the internal pore structure of expansive concrete and enhances the reaction between expansion agent and concrete’s compositions; and in the meantime, SAP shrinks the pores in concrete, and condenses concrete’s structure by stimulating cement’s secondary hydration. Nevertheless, the dosage of SAP exceeding 0.3% generates unfavorable pores inside the concrete, resulting in a decrease in strength.
  • CAO Yan-feng, ZENG Li, WANG Xu, LIU Shao-yan
    Journal of Changjiang River Scientific Research Institute. 2019, 36(8): 170-174. https://doi.org/10.11988/ckyyb.20180092
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    Mineral admixtures could enhance the corrosion resistance of concrete to address the salt corrosion of concrete structure in saline soil region of northwest China. In this paper, we examine the influence of admixtures on concrete’s resistance to sulfate corrosion via SEM (Scanning Electron Microscope) and XRD (X-Ray Diffraction) based on the prerequisite that concrete strength is required in advance in specific projects, e.g., at C35 grade. In the test, concrete specimens dosed with single (fly ash or slag powder), double (fly ash and silica fume, or slag powder and silica fume), or triple (fly ash, slag powder, and silica fume) admixtures in different proportions have undergone drying and wetting cycles in sulfate solution. We also investigate concrete’s resistance to chloride ion diffusion using fast chloride ion transfer coefficient and electric flux method. Research findings suggest that at given concrete strength, the climbing of admixture content improves concrete’s ability of resisting sulfate corrosion and chloride ion diffusion. The effect of fly ash is better than that of slag powder. Combining the admixtures could ameliorate concrete’s pore structure and hydration product structure, and boost concrete’s corrosion resistance.