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01 June 2020, Volume 37 Issue 6
    

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    SPECIAL CONTRIBUTION
  • LI Chang-an
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 1-7. https://doi.org/10.11988/ckyyb.20190162
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    Geomorphologic system of landslide consists of three interactive and inseparable subsystems: body in the upstream of landslide, landslide, and body in the downstream of landslide. The evolution of the geomorphologic system of landslide is characterized by integrality, hierarchy, openness and dynamics. In addition to the status quo of landslide, the change trend of landslide should also be considered in landslide study. The characters of the body behind landslide and body in front of landslide and their changes with time should be studied. Moreover, the changes of upstream subsystem and downstream subsystem, particularly, the stability of the landslide body affected by both input of mass from the upstream into the landslide body and changes in downstream geomorphic features should be emphasized. Take the Three Gorges area as an example, in the light of the characteristics of landslide system, landslide treatment should be guided by earth system science in line with the principles of integrality, hierarchy, openness and dynamics. A management strategy which includes “a combination of dredging and blocking”, “focusing on the whole system while regulating separately” is put forward.
  • HEALTHY YANGTZE RIVER
  • IN Yu-ru, CHEN Jin, XU Ji-jun
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 8-14. https://doi.org/10.11988/ckyyb.20190250
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    Hydro-ecological civilization is an important part and fundamental guarantee for ecological civilization. In this paper we analyze the effect of hydro-ecological civilization construction in cities of Yangtze River Basin; by data review and field survey, we examine the completion of tasks and targets, the construction results, the implementation of supporting measures, and the publicity and promotion. We summarize five construction modes and seven experiences of such construction efforts under different development levels, different water resource conditions and different hydro-ecological status based on technical evaluation of pilot hydro-ecological civilization construction in cities of Yangtze River Basin. The research is expected to provide system support for the promotion of river and lake chief system, the defining of ecological red line, the ecological space control and the hydro-ecological compensation, and also offer reference for further improving the capability in guiding and managing hydro-ecological civilization construction in Yangtze River Basin.
  • RIVER-LAKE SEDIMENTATION AND REGULATION
  • XIA Wei
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 15-19. https://doi.org/10.11988/ckyyb.20190263
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    Generalized model test was performed to study the effect of beach protection belt at Lalin sandbar in Taipingkou waterway of Jingjiang River in the middle Yangtze River. Result demonstrates that the beach protection belt project plays a good role in flow control and enhances the stability of Lalin sandbar. The project restores the middle segment of the Lalin sandbar, giving rise to a good flow diversion effect and intensifying the flow connection from the south trough to the north branch, and therefore ameliorates the navigation channel from the outlet of Taipingkou to Sanba sandbar. The research result offers technical support for the navigation channel regulation project at Taipingkou waterway.
  • WATER RESOURCES AND ENVIRONMENT
  • CHEN Ang, WU Sai-nan, JIA Wan-lin
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 20-27. https://doi.org/10.11988/ckyyb.20190106
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    Ecological civilization construction of reservoir and dam is an important part of national ecological civilization construction system. Strengthening the research on the technical path of ecological civilization construction related to reservoir and dam engineering is a new requirement for the construction of ecological water conservancy projects. It is also a new challenge to accomplish the coordinated development between water conservancy projects and ecological environment protection. In order to understand the path and technical methods of ecological civilization construction for reservoir and dam, we collected literatures in China National Knowledge Infrastructure database, the National Natural Science Foundation of China, water policies, water regulations and technical standards concerning the ecological civilization construction. We have also fully investigated international typical cases and conducted statistical analysis of the experiences of ecological civilization construction of global reservoir and dam engineering using bibliometrics method. In this research, we proposed the concept, the overall thought and the core content of the ecological civilization of reservoir and dam engineering. Then, we identified the overall construction method, specific technical requirements and key indicators of ecological civilization in planning, designing, construction, operation and decommission periods. The research results offer specific technical and scientific support for the implementation of sustainable development goals. The research outputs also provide reference for improving the institutional system of ecological civilization construction and promoting the green development of reservoir and dam engineering.
  • CHAI Zhao-hui, YAO Shi-ming, LIU Tong-huan, LIU Si-sheng
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 28-33. https://doi.org/10.11988/ckyyb.20190276
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    Except from Poyang Lake and Dongting Lake, river-communicating lakes in the middle and lower reaches of the Yangtze River connect with the Yangtze River by culverts and sluices in general. The water quality of such lakes is inferior on account of the weak water exchange capacity, especially in dry season. Taking Huayang river-lake group as an example, we studied the feasibility of ecological operation and specific plans in non-flood period via data analysis, field investigation and numerical simulation. Results reveal that the concentrations of TN and TP decrease with the rising of water level; but such tendency attenuates when water level exceeds a certain value (13.5 m). The annual mean water level of lake group in late September is higher than the current controlled water level in non-flood period, indicating that it is feasible to use Huayang and Yangwan sluices for ecological regulation in non-flood period. In line with the current dispatching mode, the relation between rivers and lakes, the flood control security and the water environment improvement as well as the simulated results, we obtained the specific plan of ecological operation for Huayang river-lake group in non-flood season: using Yangwan sluice and Huayang sluice to control the water level in the lake area at 13 m in October-December,12.5 m in January-February,and 11.8 m in March-April.
  • ZHANG Jing-jing, YANG Rui, WANG Hua, ZHOU Feng-nian, YAN Huai-yu, LI Bao
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 34-42. https://doi.org/10.11988/ckyyb.20190223
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    In the purpose of precise prevention and control of water pollution in river estuary, the movement footprint of heavy metals in the Yangtze River estuary was studied in this paper to comprehensively evaluate the influence of heavy metals on water sources in the estuary. According to the monitoring data at six sections of the Yangtze River Estuary from January to December 2016, the footprints of heavy metals in typical month (January) in dry season, typical month (May) in flat season, and typical month (August) in wet season were analyzed. The mathematical models of two-dimensional unsteady water environment were established and verified. The temporal and spatial distribution of heavy metals in the estuary was investigated. The results are as follows: (1) In different hydrological periods, the heavy metals in the Yangtze River estuary are affected by the runoff and tidal action of the Yangtze River. Particle motion speed in wet season is larger than that in flat season and dry season in sequence. In terms of spatial distribution, the particles released at Xuliujing enters three water source areas of the Yangtze River estuary. (2) In typical month (January) of dry season, the particle motion footprint is inconsistent. The motion speed of heavy metal particles at Beigang (the north port) is the fastest, 4.98 km/d, and finally reaches the East Sea. (3) In typical month (May) of flat season, the motion footprint of heavy metal particles at Xuliujing witnesses a largest speed 7.03 km/d, which differs from that in dry season, but flows along Beigang, and then spirals in a clockwise direction, eventually flowing into the East Sea. (4) In typical month (August) of wet season, the footprint of heavy metal is similar to that in flat season, but at Xuliujing and Beigang the motion speeds of particles are larger than those in flat water period, with the maximum speed amounting to 8.32 km/d at Beigang.
  • ZHANG Yun-chao, WANG Jia-sheng, DAI Juan, MIN Feng-yang, ZHU Kong-xian
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 43-48,76. https://doi.org/10.11988/ckyyb.20190109
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    According to the Water Resources Bulletin in Shenzhen from 1995 to 2017,we analyzed the changes in precipitation, surface water resources amount, water consumption amount, water utilization structure, water consumption indicators and wastewater emission amount, and also compared these items with those of other big cities in China. On such basis, we assessed comprehensively the carrying capacity of water resources in Shenzhen using principal component analysis method by summing up 13 main indicators affecting the carrying capacity into two independent main components. Results unveil that in the recent two decades, water consumption in Shenzhen climbed dramatically with an average annual growth rate reaching 4.64%. Domestic water occupied the largest proportion of water utilization structure with an average of 35.76% over years, whereas industrial water or public water came second. The water consumption per 10,000 yuan GDP decreased by 89.3%, while the water consumption per 10 000 yuan industrial added value reduced by 85.5%. The results also imply that the carrying capacity of water resources in Shenzhen has generally risen during the past two decades. The level of water resources exploitation and management and social and economic development are important factors affecting the carrying capacity of water resources in Shenzhen, while the amount of local water resource amount has less impact. The contradiction of water supply can be solved by building new water diversion projects in Shenzhen in a short time; however, in the long run, Shenzhen should actively optimize the water use structure, accelerate industrial upgrading and fully tap the potential of urban water saving.
  • WATER-SOIL CONSERVATION AND ECO-CONSTRUCTION
  • ZHAO Yu
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 49-54. https://doi.org/10.11988/ckyyb.20191006
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    In association with MODIS vegetation index and meteorological data, the temporal and spatial distribution characteristics of vegetation cover in the Guanzhong Basin were analyzed via trend analysis and geostatistical analysis. The response of vegetation coverage to climate change in the study area was also revealed using spatial analysis method based on pixel. Results unveil that in terms of annual variation, the vegetation cover of the Guanzhong Basin shows a fluctuating upward trend, with an annual growth rate of 0.006 1 a-1; in terms of intro-annual variation, the vegetation cover of the Guanzhong Basin fluctuates significantly during the year, showing a unimodal curve. On the other hand, from the aspect of spatial distribution, the vegetation coverage is of obvious spatial heterogeneity. In annual scale, the vegetation coverage in the Guanzhong Basin is insignificantly positively correlated with rainfall and temperature; in monthly scale, the vegetation coverage is significantly correlated with monthly rainfall and monthly temperature. Such significant positive correlations indicate that seasonal fluctuations in hydrothermal factors have a greater impact on vegetation growth in the study area. The research findings offer scientific basis for ecological construction and environmental protection in arid and semi-arid regions.
  • CHENG Hu, XU Wen-nian, LUO Ting, XIANG Han-yu, XIA Lu, ZHAO Bing-qin, XIA Dong
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 55-61. https://doi.org/10.11988/ckyyb.20190171
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    In order to examine the influence of dominant species on the fertility of vegetation-growing concrete substrate, we collect the rhizosphere (R) and non-rhizosphere (N-R) soils of three dominant species (Pueraria lobata (PL), Arthraxon hispidus (AH) and Pennisetum alopecuroides (PA)) from the vegetation-growing concrete at Xiangjiaba and investigate the stoichiometric ratio of soil nutrient and microbial biomass. Results reveal that: (1) The rhizosphere, showing obvious enrichment, has higher content of nutrient and microbial biomass regardless of vegetation species than non-rhizosphere. The enrichment of nutrients except from available phosphorus in PL is more evident than that in AH and PA, and no significant difference is observed between AH and PA for most nutrient enrichment. The non-rhizosphere soil nutrient and microbial activity of PL are lower than those of AH and PA. (2) The ratios of carbon (C), nitrogen (N) and phosphorus (P) of rhizosphere soil of different plants are higher than those of non-rhizosphere soil, and in particular, the C/N and C/P in rhizosphere of PL are higher than those of AH and PA. There is no significant difference in MBC/MBN of rhizosphere soils among the three plants. The MBC/MBN and MBC/MBP in non-rhizosphere soil of AH and PA are significantly higher than those of PL (P<0.05); whereas the MBC/MBP and MBN/MBP in rhizosphere soil of PL are significantly higher than those of AH and PA (P<0.05). Compared with the average soil level in China and abroad, the C/N and MBC/MBN in the rhizosphere and non-rhizosphere soils of the three plants are higher, while C/P, N/P, MBC/MBP and MBN/MBP are lower. (3) Correlation analysis demonstrates that there is a very significant positive correlation among MBN, organic carbon, total nitrogen, total phosphorus and available nitrogen (P<0.01). However, MBP has a significant positive correlation only with available phosphorus (P<0.01). Comprehensive analysis indicates a positive role of plant in the nutrient storage of the vegetation-growing concrete substrate and a stronger nutrient enrichment ability in the rhizosphere of PL. In addition, an excessively high P content and inadequate amount of N imply the imbalanced proportion of nutrients in the substrate.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • WANG Shao-wei, BAO Teng-fei
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 62-69. https://doi.org/10.11988/ckyyb.20190266
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    To quantitatively analyze the effect of leakage dissolution on the long-term deformation of high concrete dams, we put forward the method of applying the performance evolution law of concrete obtained from indoor rapid dissolution test to the on-site concrete dam engineering with accumulated Ca2+ loss as the intermediate index. On this basis, we established the variable parameters-based time-dependent constitutive model for dam concrete considering environmental damage factor, and derived the expression of viscoelastic strain increment. Calculation result of a high concrete arch dam unveil that the leakage dissolution of dam concrete leads to the increase of annual extreme values of dam displacement as well as the amplitude between annual maximum and minimum values. After 100 years of leakage dissolution, the radial displacement of dam crest increases by 1.7%, while the ratio of fitting mean square deviation to maximum displacement obtained by HST statistical model of measured displacement is 2.1%, indicating that the long-term displacement increment caused by leakage dissolution is easily concealed by the fluctuation of environmental loads and monitoring errors. Therefore, when studying the long-term deformation of concrete dams, it is not necessary to independently consider the influence of dam concrete’s leakage dissolution; but more attentions should be paid to the abnormality of the temporal-spatial characteristics of dam deformation behavior.
  • GUO Chen-wen, LIU Tian-xiang, YAO Ling-kan
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 70-76. https://doi.org/10.11988/ckyyb.20190221
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    The influence of river knickpoint on the distribution of geological hazards in river basin was analyzed quantitatively using the hypsometric integral (HI) method. First of all, the correlation between HI values and landslide density in the central Himalayas and the Qingyi River basin was calculated using ArcGIS and MatLab software; subsequently the causes of knickpoints of the Yarlung Zangbo River, the Indus River, the Boqu River, Majiazangbo River, the Pengqu-Arun River and the Kali-Gandaki River in the Himalayas region were analyzed; finally the HI values of watersheds within the knickpoints’ upstream and downstream areas of all the rivers were calculated. The results are concluded as follows: (1) the HI value is in a good positive correlation with landslide density, with all correlation coefficients greater than 0.5; (2) the HI value in the upstream basin of knickpoint is smaller than that in the downstream basin, indicating that the overall stability of upstream river basin is stronger than that of downstream; (3) for knickpoint of tectonic origin, the HI values of downstream and upstream river basins are quite different (the minimum is 0.06), while for knickpoint of river blocking origin, the difference of HI values between upstream and downstream is small (the maximum is 0.02). The results provide a reference for macroscopically and quantitatively determining the stability of valley slope.
  • YANG Zhe, LI Yan-ling, ZHANG Peng, LU Xiang, LI Xing
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 77-80. https://doi.org/10.11988/ckyyb.20190335
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    Anomaly recognition of safety monitoring data of hydropower station is a prerequisite for scientific evaluation of dam safety. Traditional 3σ criterion is prone to cause miss judgment when applied to the online anomaly identification of “step type” and “oscillating type” monitoring data series. In view of this, we established an improved criterion by replacing the general position parameter and general scale parameter in the 3σ criteria with Andrews M-estimator and standard quartile range. Engineering practice and sensitivity analysis prove that the method could effectively eliminate the adverse effects of anomalies on the recognition results. The proportion of anti-anomaly amounts 25%, and the accuracy and reliability of anomaly recognition are improved obviously.
  • HYDRAULICS
  • WU Yue, YANG Xiao-li, LI Yu, HU Cheng, YANG Lin
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 81-84,93. https://doi.org/10.11988/ckyyb.20190269
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    The influence of changing the length of straight navigation wall on the approach channel downstream of shiplock in the presence of varied downstream water depth is investigated via physical model experiments together with theoretical analysis. On this basis, the influence of adding arc-shaped short navigation wall on flow structure is also examined. Increasing the length of straight navigation wall is beneficial to improving the navigation condition in the entrance area of the approach channel; after reaching a certain length, however, such improvement weakens. Arc-shaped short navigation wall has a good effect on improving the flow structure in the protected area of the downstream approach channel. Small longitudinal parameter “a” and larger lateral parameter “b” have better effect; but the opening angle should not be too large.
  • ROCK-SOIL ENGINEERING
  • WANG Kai, ZHANG Shao-jie, WEI Fang-qiang
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 85-93. https://doi.org/10.11988/ckyyb.20190210
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    Slope unit is an important tool for assessment and prediction of regional landslide hazards. Currently several extraction methods based on the different definitions of slope unit has been proposed. In this paper we aim to analyze and summarize the advantages and limitations of common extraction methods from the view of landslide stability analysis. Among these methods the MIA-HSU method appeared in recent years is introduced in emphasis. Some limitations in common of these methods are drawn as follows: the excessive dependency on DEM resolution, the user-defined thresholds, and the lack of convenient optimization method. Finally, we suggest that future extraction method should pay more attention to the extraction of geologic environment boundary.
  • LIANG Guan-ting, DENG Li-ming, XIAO Ming-zhao, XIAO Kai-qian, HE Lin
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 94-99. https://doi.org/10.11988/ckyyb.20190145
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    The procedures of calculating the limit bearing capacity of pile foundation above karst caves are provided in this paper based on MatLab using the theorem of the lower bound solution with finite element method. A plain strain model in no consideration of 3D space effect is built with the rock mass material assumed to obeying the Mohr-Coulomb criterion with plastic associated flow rule. A dimensionless parameter N is defined to describe the effect of different parameters on the bearing capacity of pile foundation. According to the position relation between piles and karst caves, the variation of limit bearing capacity of pile foundation in six different cases are examined in detail. The influences of rock-socketed pile depth hr, self-weight qs of overlying soil, and diameter D of karst caves on the bearing capacity of pile foundation are also investigated. Results reveal that the limit bearing capacity of pile foundation increases with the increase of hr, but decreases with increasing of D, while the influence of qs is negligible. In addition, the failure modes of pile foundation in different cases are also analyzed. The computation method in this paper is verified correct through two examples in the presence and in the absence of karst caves.
  • JIANG Jing-shan, ZUO Yong-zhen, CHENG Zhan-lin, GAO Pan, CHEN Jian
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 100-107,114. https://doi.org/10.11988/ckyyb.20190150
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    The intermediate principal stress has an important effect on the strength of coarse granular materials. However, the large-scale triaxial tests commonly used in strength study does not consider the effect of intermediate principal stress on the strength of coarse granular materials. Large-scale true triaxial tests under isotropic consolidation and proportional loading conditions were conducted to investigate the strength properties of coarse granular materials under three-dimensional stress states. Test results show that the peak value of the difference between major and minor principal stress of coarse granular material increases with the increasing of the coefficient (b) of intermediate principal stress, especially when b increases from 0 to 0.25 the peak value of the difference between major and minor principal stress increases nearly 50% compared to strength under axisymmetric triaxial stress state. Lade-Duncan failure criterion well describes the variation trend of internal friction angle for coarse granular materials; but overestimates the internal friction angle. SMP failure criterion commendably depicts the numerical value of internal friction angle when b increases from 0 to 0.25; when b is larger than 0.25, however, the results of SMP criterion decrease with the further increasing of b, which underestimates the internal friction angle. In view of this, a one-parameter composite strength criterion combining Lade-Duncan criterion and SMP criterion was proposed based on test results. The proposed criterion well reflects the numerical value and variation trend of the strength of coarse granular materials. The proposed strength criterion is shown as a triangular conical surface in three-dimensional principal stress space. The strength and triangular conical surface are small and the cone angle tends to be circle when the internal friction angle under axisymmetric stress state is small; with the increasing of internal friction angle, the strength and triangular conical surface gradually become larger and the cone angle tends to be triangular.
  • ZHANG Wei-peng, LI Dong-dong, ZENG Guang-hui, ZHANG Shi-hu, CUI Meng-xuan
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 108-114. https://doi.org/10.11988/ckyyb.20190099
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    A large number of engineering practices have proved that the yield conditions of geotechnical materials are nonlinear. Such nonlinearity is more evident in areas of high geostress. However, at present, nonlinear studies on the stability of reinforced soil slope are inadequate. In this paper we research the slope stability under nonlinear Mohr-Coulomb yield condition via upper bound limit analysis. By introducing new strength parameters ct and φt, we obtain the calculation formulae of stability coefficient Ns of non-reinforced soil, safety coefficient F, ultimate height H1 of non-reinforced soil, and ultimate height H2 of reinforced soil slope with logarithmic helix as fracture surface. Good results are obtained in a computation example using MatLab. Moreover, the influences of nonlinear parameter m on shear strength index parameters ct and φt are summarized. With the increase of m, φt decreases gradually while ct increases at first and then decreases. In addition, the limit slope height H reduces when slope angle β increases with other conditions unchanged.
  • ZHANG Zhi-hua, AN Zhi-wei, ZHANG Xie-dong, LUO Lü-qing
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 115-119. https://doi.org/10.11988/ckyyb.20190182
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    The water level difference between dry season and flood season in Yangtze River basin amounts to over ten meters, which exerts an unneglectable impact on the stability of cross-river tunnel. Studying the stability performance of cross-river tunnel during subway train operation under water level fluctuation is an urgent task. In this paper, a cross-river tunnel model is built using the discrete element method. Microparameters of the tunnel are first calibrated based on triaxial test. A two-dimensional subway train load is adopted to execute dynamic load on the tunnel. Particle acceleration, radial and hoop stresses of the tunnel lining are considered as parameters to analyze the dynamic characteristics of the tunnel lining segments under different water levels. Results show that the tensile and compressive stresses of the lining segments under flood level are four times larger than those under normal water level, and are still smaller than the tensile strength. The average value of particle vibration acceleration reflecting the influence of subway train load on the lining under normal water level is 150 times larger than that under flood level. Therefore, during train operation, the inspection and maintenance of lining segments should be strengthened no matter in dry or flood season.
  • YANG Kong-li, ZHAN Liang-tong, CHEN Cheng, XIE Hai-jian
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 120-126. https://doi.org/10.11988/ckyyb.20190054
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    The advection-dispersion-adsorption parameters of heavy metals are crucial for evaluating the service performance of barrier systems. Efficient and reliable method to test these parameters systematically is still in lack at present. In order to obtain the advection-dispersion-adsorption parameters of heavy metal ions with less experimental quantities in a shorter test time, the soil column test using Pb2+ as a representative heavy metal ion was carried out in soil-bentonite. Results showed that the retardation factor of Pb2+ decreased from 13 to 11 when the flow rate increased from 0 m/s to 1.59×10-7 m/s, which was consistent with the law that the larger the flow rate, the smaller the retardation factor. The advection-dispersion-adsorption parameters of Pb2+ obtained by this method were in good agreement with the typical values reported in previous literature, which proved the validity of this method. This method reduced the number of tests, improved the efficiency of parameter acquisition by which the test results were also more reliable by means of single parameter decoupling.
  • LI Jian-bin, CHEN Jian
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 127-133. https://doi.org/10.11988/ckyyb.20190149
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    Stochastic calculations, by combining the random field theory with the finite difference analysis and Monte Carlo simulation, are used to conduct reliability analysis on the surrounding soil deformation induced by twin tunneling in multi-layer soils considering the spatial variability of soil parameters. The effects of scales of fluctuation (SOF) of Young’s modulus in both vertical and horizontal directions on deformation reliability index are investigated and discussed in detail. Results demonstrate that the reliability index of maximum deformation (surface settlement, vault settlement, and surrounding rock convergence) obtained by stochastic analysis decreases with the increase of SOF, and the comprehensive reliability index of deformation increases with the increase of allowable value of deformation. Additionally, the entropy weight coefficients of deformation indices are objectively determined by using the entropy theory. Combining the reliability design method and the engineering risk analysis theory, the comprehensive reliability of deformation is analyzed, and the deformation control index system of shield tunnel suitable for Xiamen area is put forward.
  • GUAN Jin-ping, ZHANG Ming-yi, BAI Xiao-yu, LI Fang-qiang
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 134-140. https://doi.org/10.11988/ckyyb.20190222
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    The bearing characteristics and load transfer mechanism of rock-socketed pile of large diameter under different vertical loads were researched via vertical compression static load test and pile stress test on three rock-socketed cast-in-place piles with diameter of 800 mm in a project in Indonesia. Test results show that the Q-s curves of the three test piles changed slowly, with settlement smaller than 17 mm, large rebound rate ranging from 54.8% to 70.9%, and small residual settlement as well as large bearing capacity, all meeting design requirements. The axial force of pile shaft gradually increased with the rising of the load on pile top, and gradually decreased along with depth. The change of side frictional resistance of pile was asynchronous: as load increased, the side frictional resistance gradually developed to the maximum in the rock-socketed segment, which, however, was still not fully utilized. The pile end resistance increased linearly with the increase of load on pile top. Under the maximum load, the pile end resistance ratio accounted for about 55%. The research results are helpful to the improvement of domestic pile foundation specifications and the formulation of local pile foundation specifications.
  • HOU Chao-qun, SHI Gong-ze, SUN Zhi-bin, XI Yao
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 141-146,152. https://doi.org/10.11988/ckyyb.20190112
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    To accomplish theoretical calculation and qualitative analysis on the ultimate bearing capacity of the flat foundation of unsaturated soil, the bearing capacity of strip foundation in unsaturated soil are calculated. The matric suction and effective stress coefficient are introduced into the equilibrium equation to obtain the slip line equation containing unsaturated parameters, which is further altered into difference equation using the slip line method. The effects of cohesion, internal friction angle, groundwater level and vertical unsaturated velocity on the bearing capacity of strip foundation of unsaturated soil are discussed comprehensively, and the bearing capacity of strip foundation of unsaturated soil under different conditions is calculated. Results show that the ultimate bearing capacity and the average bearing capacity of unsaturated soil flat foundation are greater than those of saturated soil foundation. The matric suction used in the calculation is not a fixed value, but is more in line with the actual situation, hence providing a reference for the calculation of bearing capacity of unsaturated soil foundation.
  • ZHAN Shao-xiang, HUANG Hua-jie, SHU Zheng, ZHENG Hui-hui, SHEN Jia-yi
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 147-152. https://doi.org/10.11988/ckyyb.20190193
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    The disturbance factor D of the Hoek-Brown (HB) criterion reflects the degree of rock damage caused by blasting and excavation. In general, the value of D is used for the whole rock mass which is different from the real blasting project where the rock mass is divided into undisturbed and blast damaged zones with different mechanical parameters. In this research, a new parallel layer model is adopted for simulating blast damaged zone to study the effect of disturbance factor D on the factor of safety (FOS) of rock mass slopes. Slope stability analysis is carried out not only to analyze the effect of blast damaged zone on FOS of a slope, but also to analyze the three types of changes of D values in the blast damaged zone (convex, linear, concave) for a given slope. Analysis results show that the values of FOS of a slope decrease with the increase of T (thickness of damaged zone) value, and FOS tends to be more conservative when D changes with convex curve.
  • GAO Wei-dong
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 153-155,178. https://doi.org/10.11988/ckyyb.20190094
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    According to Code for highway engineering geological investigation (JTG C20—2011), three indices, namely, free expansion rate, plasticity index, and water content of soil under standard moisture absorption, were selected as the factors for synthetic evaluation of expansive soil. The swelling potential of expansive soil was divided into four grades: non-expansive, weakly expansive soil, moderately expansive, and strongly expansive. With the soil samples along a highway as an example, the ordinal Logistic regression model of swelling potential classification was established by using SPSS software and was applied to testing other cases. The predicted results were in good agreement with the actual. The results indicate that the ordinal Logistic regression model performs excellently, and can objectively reflect the complicated situation of expansive soil classification, thus is of good prospect in practical engineering.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • NIU Jian-gang, XU Yao, XIE Cheng-bin
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 156-159. https://doi.org/10.11988/ckyyb.20190240
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    In the purpose of researching the bond strength between reinforcing steel bar and recycled concrete, we examined the influences of parameters including compressive strength and protective layer thickness of recycled concrete as well as length of anchorage and diameter of rebar on the bonding strength according to test data of the bond performance between steel and recycled concrete. We employed the least squares method to obtain the equation of bonding strength by statistical regression and verified the equation by comparing the calculation result with test data. Result demonstrated that with the increase of compressive strength and protective layer thickness of recycled concrete, the bonding strength between rebar and recycled concrete also increased; however, with the elongation of steel anchorage length, the bonding strength reduced. The bonding strength when rebar diameter was 10 mm was larger than that of other diameters. The calculated results are close to the test results, indicating that the model presented in this paper is reasonable.
  • WEN Yang, ZHANG Jun, LIU Pei-pei
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 160-165. https://doi.org/10.11988/ckyyb.20190259
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    The aim of this study is to probe into the influence of dosage and fineness of rubber powder on the physical and mechanical properties of road rubber concrete. We performed flexural tensile strength and cubic compressive strength tests to obtain the brittleness coefficient of rubber concrete with the dosage and fineness of rubber powder as variables (three different dosages and four different fineness). Results revealed small coefficient of brittleness and good deformation performance of rubber concrete. The influence of rubber powder dosage is higher than that of fineness. The flexural tensile strength and cubic compressive strength of rubber concrete with a dosage of 10%-20% decreased with the increasing of the content of rubber powder, while increased with the increasing of the fineness of rubber powder. The brittleness coefficient of rubber concrete reduced continuously with the increasing of rubber powder content; but increased along with the increasing of the rubber fineness. The performance indices of rubber concrete with a rubber content of 30% and fineness of 177 μm are highly discrete. Therefore we recommend a dosage ≤20% and fineness ≤ 250 μm of rubber powder in practical engineering.
  • SHAO Xiao-mei, FAN Dong-dong, MA Bao-guo, SUN Zheng, YANG Xiu-lin
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 166-170. https://doi.org/10.11988/ckyyb.20190251
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    Epoxy mortar coating protection is an effective approach to enhance the abrasion resistance of hydraulic structures. In order to improve the anti-abrasion properties of ordinary epoxy mortar, we prepared CW elastic epoxy mortar by using highly flexible epoxy resin, low-heat curing agent, graded filler and other raw materials. We compared the mechanical properties between elastic epoxy mortar and other epoxy mortars, then analyzed the structural characteristic of elastic epoxy mortar using SEM, and gave some engineering application examples. Results demonstrated that after grinding for 72 hours, the abrasion of CW elastic epoxy mortar is 40.5% lower than that of ordinary epoxy mortar, 38.4% lower than that of modified epoxy mortar, and the anti-abrasion strength is 72.4% higher than that of modified epoxy mortar; after grinding for 216 hours, the mass loss rate is only 0.08%, and the anti-abrasion strength at the age of 216 h reaches 82.05 h/(kg/m2), far greater than that of ordinary epoxy mortar. The coating is relatively smooth and flat before impact grinding, and the structure deforms after impact grinding, with folds and a few pits; but the whole is still closely combined, presenting a relatively complete continuous phase, which indicates that CW elastic epoxy mortar has good anti-abrasion property and well resists membrane destruction. Since CW elastic epoxy mortar has excellent performance in the anti-abrasion protection of buildings with large flow and high head, such as absorption basin and plunge pool, it is of great application prospect.
  • INFORMATION TECHNOLOGY APPLICATION
  • QIN Yu-li, YAN Qi-sheng, CAI Jian-hui
    Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 171-178. https://doi.org/10.11988/ckyyb.20190252
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    The Multi-criteria Evaluation (MCE)-Cellular Automata Markov Chain (CA-Markov) model was adopted to simulate the changes of landscape pattern in the south part of Poyang Lake wetland from 2000 to 2015 derived from four Landsat satellite images. The accuracy of MCE-CA-Markov simulation was tested against multi-temporal remote sensing images and the landscape patterns for 2025 were forecasted in consideration of constraint factors. Research results show that :1) Arable land area decreased continuously from 2000 to 2015, but unused land decreased more dramatically. On the contrary, construction land, forest and grassland showed an increasing trend, and water area was relatively stable. Landscape elements increased while landscape connectivity became weak and landscape fragmentation increased. 2) The dynamic changes of Poyang Lake wetland were affected by natural and human factors, among which socio-economic development and urbanization played a leading role. 3) The simulated landscape patterns for 2010 and 2015 were roughly consistent with the interpreted landscape patterns. The simulation accuracies were high with the Kappa coefficients being 0.927 1 and 0.863 2, respectively for 2010 and 2015. 4) The results of simulated landscape pattern in 2025 showed that the areas of cultivated land and unused land would decrease continually, whereas the areas of construction land and forest and grassland would increase, and the water area would witness no obvious change. In addition, the changes of landscape pattern in the study area were relatively active; but as we would face more ecological environment pressure, measures to protect arable land and utilize rationally unused land need to be implemented.