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01 December 2019, Volume 36 Issue 12
    

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    SPECIAL CONTRIBUTION
  • LU Jin-you, ZHU Yong-hui
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 1-9. https://doi.org/10.11988/ckyyb.20191064
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    Under the action of impoundment and regulation of large water conservancy projects, especially reservoirs, the incoming flow and sediment conditions of the downstream channel change remarkably, which will lead to unbalanced sediment transport in the channel, and induce scouring and remaking of the riverbed. The riverbed scour and remaking process in the downstream channel of water conservancy project is characterized by the coupling of multiple processes (inclusive of sediment scour, coarsening, exchange and suspended sediment recovery) and the macroscopic morphological changes of multi-scale complex responses (such as sediment scouring and silting, bed surface morphological changes, longitudinal slope changes, as well as river pattern and river regime adjustment). The related researches in China and abroad are mainly carried out from two aspects, namely, microscopic mechanism and macroscopic law, by means of field measurement data analysis, theoretical research, physical model test and numerical simulation. In this paper the research results of river bed scour and remaking process in the downstream of water conservancy projects in China and abroad are summarized; the research progress of key technologies in physical model test and numerical simulation of river bed scour and remaking are expounded; and the key points for further research and the scientific and technological problems to be solved are presented.
  • RIVERLAKE SEDIMENTATION AND REGULATION
  • YAN Xia, ZHOU Yin-jun, YAO Shi-ming
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 10-15. https://doi.org/10.11988/ckyyb.20180673
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    Characterized by various types of valley landscape, the source region of Yangtze River is densely covered by river networks, most of which are still in the process of natural evolution. In this paper, landform in the source region of Yangtze River is investigated based on SRTM3 DEM data of some representative river reaches, inclusive of Chumaer River, Tuotuo River, Dangqu River, Tongtian River, Buqu River, and Gaer River. Water and sediment characteristics are also analyzed from the observed data. According to the river valley shape and river landform, the river channel in the source region can be divided into three types: alluvial plateau, hilly valley, and alpine valley, among which the alluvial plateau is mostly featured by wandering or multiple branches, the hilly valley by single or branching plane form, and the alpine valley by single channel. Among the three source rivers, i.e. the south, north, and due sources, the discharge of Dangqu River (the south source) is the largest, and that of Chumaer River is the smallest; sediment discharge of Tuotuo River is the largest, followed by that of Chumaer River and Dangqu River in sequence. Moreover, suspended sediment in all the wandering river reaches, which is coarser and more uniform, is larger in amount than in straight, curved, or branched river reaches; the width of river channel is positively correlated with the sediment concentration of water flow, which preliminarily explains the causes of alluvial river formation.

  • WATER RESOURCES AND ENVIRONMENT
  • LIU Yu-ting, LI Heng-kai, WANG Xiu-li
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 16-22. https://doi.org/10.11988/ckyyb.20180970
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    Evapotranspiration plays a key role in maintaining the energy balance and water circulation in a basin. On the basis of MOD16 remote sensing dataset, we analyzed the temporal and spatial distribution characteristics of surface evapotranspiration in Dongjiang River Basin on inter-annual and annual scales, and researched the temporal and spatial characteristics of surface evapotranspiration of different land cover types. Results illustrated that: (1) The amount of evapotranspiration (ET) in the midstream of Dongjiang River Basin is larger than that in the downstream and the upstream in sequence, while the amount of potential evapotranspiration (PET) follows the order of downstream > midstream > upstream. (2) On inter-annual (one decade) scale, ET fluctuates little, whereas PET fluctuates remarkably, both presenting rising trends after 2014. (3) On annual scale, ET displays a single peak, mounting to the top in September and concentrating in May-October, while dropping to the valley in February and remaining low from December to next February. The mean value of ET in Autumn is the largest, followed by that in Summer, Spring, and Winter in sequence. (4) In terms of land use types, the annual ET on bare land is the largest, followed by cultivated field, urban area, grassland, and woodland in sequence, while PET shows an order of urban area > cultivated field > grassland > woodland > bare land. The monthly ET has a same regularity in general. In winter, the coefficient of variation of ET is high and in summer is low. The coefficient of variation of ET on woodland is low and the degree of dispersion is small. The research results are of great significance for the prevention of drought and waterlogging in the Dongjiang River Basin.
  • WANG Han-tao, ZHANG Xiao-xiao, ZHAO Mu-chen, SHU Wei-min
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 23-27. https://doi.org/10.11988/ckyyb.20180725
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    In an attempt to verify the feasibility of substituting ground observation data with satellite precipitation data, the accuracies of TMPA 3B43V7 and GPM IMERG satellite precipitation products in the Three Gorges Basin were evaluated by statistical analysis based on the observation data from ground sites. The results reflected that TMPA and IMERG showed good consistency. In the upper flat area of the Three Gorges Region with low latitude, the accuracies of satellite precipitation products were poor, whereas in the alpine-gorge area in the lower reach of the Region, the latitude was higher, and the accuracies were better. Satellite precipitation products have the potential of replacing ground site precipitation data, and are applicable in the study basin.
  • WATERSOIL CONSERVATION AND ECOCONSTRUCTION
  • LI Jian-ming, WANG Yi-feng, ZHANG Chang-wei, WANG Wen-long, HUANG Jin-quan,
    WANG Zhi-gang, ZHANG Guan-hua, BAI Yun
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 28-35. https://doi.org/10.11988/ckyyb.20190134
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    The process of velocity and sediment yielding on engineering accumulations slope are different from traditional due to differences in soil textures and mass fraction of gravel in production and construction projects. In this paper we examined the characteristic of flow velocity and sediment yielding on engineering accumulations with three soil textures (sandy soil, loam, and clay) via artificial simulation experiments. Results showed that: (1) Flow velocity increased at first within 3 minutes after the beginning of the runoff and then stabilized. (2) For sandy soil accumulations,erosion mainly occurred in the middle and late stages of runoff at small rainfall intensity; for loam, in the early and middle stages; and for clay accumulations, throughout the whole runoff process. The accumulative sediment yielding 21 minutes after runoff beginning accounted for 52.3%-95.6%,29.6%-44.9%, and 42.1%-50.0% of the total erosion amount of sand, loam and clay accumulations. (3) Significant correlations were found with runoff rate, infiltration rate, velocity, and sediment yielding rate against runoff time and rainfall intensity. Erosion amount increased by 1.2-39.8 times as rainfall intensity increased 1.5-2.0 times. Erosion amount for sandy accumulations was 6.0-6.3 times that of loam accumulations, 3.2-3.5 times that of clay accumulations under the same rainfall intensity, and 5.0-9.8 times and 2.7-3.8 times those of loam and clay accumulations with the same mass fraction of gravel. The research findings are of great significance for clarifying the mechanism of erosion process of engineering accumulations, and lay a foundation for establishing the erosion prediction model for engineering accumulations.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • HE Hua-gang
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 36-42. https://doi.org/10.11988/ckyyb.20180398
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    Risk prediction models based on BP neural network and V/S analysis are proposed in this paper to evaluate the safety status and risk trend of tunnels under operation. First of all, the deformation mechanism is analyzed in line with the operating environment of the tunnel; secondly, the safety status of tunnel is assessed according to relevant safety classification standard; finally, the deformation prediction model of the tunnel is established using optimized BP neural network, and the risk development trend of tunnel is then examined based on V/S risk analysis. Case study shows that the deformation of tunnel is mainly affected by seepage, cavities, lining deterioration, and long-term stress. The safety status of the tunnel is at level V, high risk, and the risk level acquired based on settlement is higher than that of horizontal convergence. The deformation prediction result is well consistent with trend analysis result which indicates that the risk of the tunnel will further exacerbate. Both the deformation prediction model and the risk trend analysis model are verified applicable and reliable in predicting the risks of tunnel in operation.
  • LI Jian-zhou, LIU Yuan, ZOU Shuang-chao
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 43-46. https://doi.org/10.11988/ckyyb.20180472
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    Traditional underwater inspection methods like manual diving inspection and underwater video recording are no longer applicable to the underwater inspection in the Yangtze River due to large flow rate and muddy water. In this research we adopted multi-beam sounding technique to perform full-coverage scanning to obtain high-precision point cloud data. Through 3D modeling, we visualized the conditions of underwater buildings and quantitatively analyzed the defects of water intake pipes of a water plant in the Yangtze River as a case study. Using the Kongsberg EM2040C (dual-probe) multi-beam sounding system, we designed the measurement route and chose reasonable wave speed and launch angle, and precisely processed the obtained high-precision and high-resolution underwater point cloud data using adaptive clip. The result accurately reflects the status of broken water pipes and broken locations, and provides reliable basic data for the water plant’s intake restoration project. The achievements can also be taken as reference for the condition check and reinforcement and restoration of similar projects.
  • LI Qiao, JU Neng-pan, HUANG Jian, WANG Chang-ming, LAI Ruo-fan, JIAN Xin-lei
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 47-53. https://doi.org/10.11988/ckyyb.20180545
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    The deformation of abutment slope is difficult to be estimated as it is uncertain and random under the influence of many factors. We present a prediction model for the abutment slope deformation by coupling ensemble empirical mode decomposition (EEMD), sample entropy (SE), improved particle swarm optimization (IPSO), and least square support vector machine (LSSVM). First of all, the time series of abutment slope deformation is decomposed by the EEMD into several subsequences with different complexity. Secondly, the complexity of each subsequence is determined using SE, and similar subsequences are merged to reduce the computational scale. Subsequently, the prediction model based on IPSO-LSSVM is established for each newly merged subsequence. The final prediction value of abutment slope deformation is obtained through superimposing and reconstructing each component. The model is applied to predicting the abutment slope deformation on the left bank of Miaowei Hydropower Station on Lancang River as a case study, and the result is compared with those of BPNN, RBFNN, LSSVM, EEMD-SE-LSSVM and EEMD-SE-PSO-LSSVM models. The comparison demonstrates that the present model has higher accuracy and better stability than the other neural network models.
  • CAO Yan-ming, JING De-quan, LIU Chun-gao
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 54-58. https://doi.org/10.11988/ckyyb.20180639
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    In this paper the twin support vector machine optimized by immune algorithm is proposed to analyze the displacement of arch dam and predict the deformation of the dam. Compared with support vector machine, twin support vector machine greatly improves the calculation speed and the calculation efficiency in batch repetitive calculation. Considering the effect of parameters on the fitting results, the artificial immune algorithm is incorporated in the twin support vector machine to optimize the parameters. Artificial immune algorithm retains a certain number of better solutions based on the genetic algorithm and improves the search efficiency of the algorithm. Engineering example analysis shows that parameters have great influence on the results of the twin support vector machine. After searching the optimal parameters by using artificial immune algorithm, the twin support vector machine can better fit the deformation data of the dam. The prediction result meets requirements, and the maximum error is merely 1 mm.
  • HYDRAULICS
  • WANG Zhi-juan, ZHU Shi-hong, ZHOU Chi, HUANG Ming-hai, JIANG Bo-le
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 59-64. https://doi.org/10.11988/ckyyb.20181062
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    The cross-section of the traditional nature-like fishway is typically wide and shallow; but due to space limitations and efforts to reduce project costs, a narrow and deep type of nature-like fishway is often required. The flow structure of such fishway is very complicated, making it difficult to meet the flow condition requirements of different species of fish migrating upstream. In this research we examined the influences of different structure sizes on the hydraulic characteristics of fishway according to the concept of “vertical stratification and horizontal partitioning” of the flow field via theoretical analysis, three-dimensional numerical simulation as well as physical modelling. Preliminary achievements were made on the hydraulic characteristics of narrow and deep nature-like fishway.
  • XIA Wei, CHEN He-chun, WANG Ji-bao, LIU Chao-fan, CHEN Yan-chao, CHEN Shi-tong
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 65-70. https://doi.org/10.11988/ckyyb.20180389
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    Open channel flume experiment was performed in an attempt to reveal the chaotic characteristics of turbulent flow. The turbulent flow velocity field attenuating along the flow direction was measured using Acoustic Doppler Velocimetry (ADV). In the light of the chaos theory, phase space reconstruction of the turbulent velocity time series was performed to calculate the corresponding chaotic characteristic parameters (including time delay, correlation dimension, Lyapunov exponent, and Kolmogrov entropy). Results demonstrated that the turbulence in open channel is of chaotic characteristics. After installing the turbulence control board, the chaotic characteristics of turbulence are continuously weakened along the upward direction of water depth and the water flow direction. The aforementioned chaotic characteristic parameters were further compared with the statistical average parameters, and results proved that the chaotic characteristic parameters reflect the law of the dissipation and perish of turbulent vortex structures in space.
  • ROCKSOIL ENGINEERING
  • LIANG Rui, WANG Shu-jiang, ZHOU Wen-hai, HUANG Xiao-bin, XIONG Zheng-yu, WANG Jian-yong
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 71-77. https://doi.org/10.11988/ckyyb.20180614
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    A slope model with single blasting hole was established using ANSYS/LS-DYNA to study the characteristics of crack propagation during single-hole blasting. The crack morphology was simulated based on two forms of energy release during blasting. The time-history curves of stress and velocity of crack tip elements in three different locations were compared and analyzed. Research findings suggest that the change rate of stress and change rate velocity of crack tip element can be used to analyze different crack propagation patterns. Increase in the change rate of stress at crack tips is prone to produce axial extension; increase in the change rate of velocity is liable to induce radial extension. In addition, the ratio of average stress wave change rate of two cracks is about 2.25, which is consistent with the attenuation ratio of stress waves in different explode packages.
  • TANG Lian-sheng, WU Yan-ping, ZHAO Zhan-lun, ZHAO Lu, CHEN Hao-kun
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 78-82. https://doi.org/10.11988/ckyyb.20180622
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    Indoor cyclic loading test was performed on residual soil of granite with varied pH value to obtain the dynamic stress response and the influence of pH value on it under cyclic loading. The dynamic stress response was measured by stress meters embedded in the specimens. Results illustrated that the dynamic stress response and cumulative deformation both increased with the proceeding of cyclic loading. The peak stress of dynamic stress response within acid or alkali treated specimens increased significantly during loading. After unloading, the residual stress of alkali treated samples also increased; with the increase of alkalinity, the increment of peak stress and residual stress augmented. The dynamic stress response and deformation response of alkaline samples were greater than those of acidic and non-treated samples. The additional stress within soil lagged behind strain, and the strain lagged behind the external load. The pH value had great influence on the dynamic stress response of granite residual soil, and therefore should be paid attention to in practical engineering.
  • PEI Qi-tao, DING Xiu-li, HUANG Shu-ling, JING Feng
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 83-90. https://doi.org/10.11988/ckyyb.20180733
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    With horizontal cracks as the premise, conventional models of penetrative grouting diffusion do not reflect the impact of the occurrence of rock mass cracks on the grouting diffusion mechanism. In view of this, a theoretical diffusion model of grouting in dip cracks at constant grouting rate was established in consideration of the uneven spatial distribution of viscosity based on the theory of fluid mechanics and equivalent hydraulic aperture of rough walled cracks. Quick setting double slurry (cement-sodium silicate slurry), commonly used in engineering geological hazard treatment, was regarded as Bingham liquid with time-dependent behavior of viscosity in static water environment and was chosen as the grouting material. The dead-weight of grouting slurry itself was taken into consideration, Furthermore, the space-time distribution equation of viscosity and pressure in the diffusion region of slurry was derived. And the relations of grouting pressure versus grouting time and grouting diffusion distance were quantitatively determined. Finally, the slurry diffusion characteristics in the presence of different occurrence of cracks at constant grouting rate was studied by means of laboratory tests and finite element analysis procedures. Comparison between numerical simulation results and theoretical calculations verified the validity and rationality of the theoretical model. The results may be constructive to the determination of grouting parameters of quick setting slurry in practical engineering.
  • FENG Zhong-ju, HU Hai-bo, DONG Yun-xiu, DAI Liang-jun, FENG Kai, WEN Jun-qiang
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 91-95. https://doi.org/10.11988/ckyyb.20180438
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    The hollow independent composite pile with super-large diameter is a new type of pile foundation jointly carried by a hollow pile, an external cement mixing pile, and grouting soil around the pile. Numerical computation and theoretical calculation were performed in this paper to determine the vertical ultimate bearing capacity of this type of pile under different conditions in Jianghuai area of Anhui Province. Introducing the concept of equivalent elastic modulus to equate the non-homogeneous elastic modulus as the homogeneous elastic modulus will significantly reduce the complexity of calculating the vertical ultimate bearing capacity. Pile diameter and pile length have great impact on the vertical ultimate bearing capacity. The impact factor DL which takes pile diameter and pile length into consideration makes the modified theoretical formula more reliable.
  • HUO Run-ke, WANG Guo-jie, LI Shu-guang, REN Zhen-zhong, HAN Fei
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 96-101. https://doi.org/10.11988/ckyyb.20180043
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    In the aim of obtaining the changes in mechanical properties and porosity of sandstone in acid environment, we examined the influences of corrosion time and acid concentration on sandstone’s mechanics properties and porosity through uniaxial compression test on acid-corroded sandstone. Results revealed an apparent corrosion effect on sandstone. The porosity of sandstone soaked in acid solution increased, as reflected by an evident expansion of porosity area in SEM images; the volume of porosity is in positive relation with acid concentration and corrosion time. Moreover, the uniaxial compressive strength and elastic modulus of sandstone deteriorated remarkably after acid corrosion. The uniaxial compressive strength of sandstone corroded by pH = 1 sulfuric acid solution and pH = 3 sulfuric acid solution decreased by 31.59% and 26.99%, respectively, and the elastic modulus reduced by 64.46% and 62.26%, respectively. In addition, the relation between chemical damage variable based on secondary porosity and mechanics parameters was established; the deterioration of mechanical parameters of sandstone is consistent with the change of secondary porosity.
  • ZHOU Chao, YIN Jian-min, ZHOU Chun-hua, AI Kai
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 102-106. https://doi.org/10.11988/ckyyb.20180572
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    In recent years, rockburst induced by excavation of deep underground caverns has become increasingly prominent. Microseismic monitoring technology characterized by micro-fracture location of rock mass has been broadly utilized in rockburst monitoring and early warning of underground engineering. In this paper, a microseismic monitoring system for rockburst monitoring and early warning for the slight rockburst of local surrounding rock during excavation was established and adopted to analyze the microseismic activity in the first two months of the monitoring period. The underground powerhouse area of Huanggou Pumped Storage Power Station was taken as a case study. Results suggest that the frequency of microseismic events is positively correlated with the intensity of blasting excavation. The upstream side arch shoulder and the intersection between lower drainage corridor and workshop installation room are the potential risk areas of rockburst. The research finding offers technical support for the safe construction and stability evaluation of underground caverns.
  • YANG Qing-wen, PEI Xiang-jun, HUANG Run-qiu
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 107-112. https://doi.org/10.11988/ckyyb.20180459
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    Soil stabilizer can be used to improve the properties of soil. In this study, the water stability and stabilization mechanism of silty sand stabilized by modified carboxymethylcellulose (M-CMC) were investigated via disintegration test of stabilized silty sand dosed with varying content of M-CMC. Monitoring of disintegration and measurement of complete disintegration coefficient (CR) of soil samples suggest that with the augment of M-CMC dosage, the incipient time of disintegration delayed, the content of coarse particles increased, sediment in suspension decreased and the value of CR dropped sharply; no disintegration was observed when the content of M-CMC reached 0.9%. Furthermore, results of infiltration, matric suction, shear strength, chemical composition and microstructure showed that the size of aggregates increased, infiltration coefficient reduced, suction and shear strength both enhanced together with the increasing of M-CMC content, thereby revealing “membrane effect” on the surface of soil particles, “absorption effect” between adjoining particles, and “bonding effect” between aggregates from M-CMC. As a result, the cementation between particles transformed from point contact to line and plane contact, and single particles changed to aggregates with net cementation, which modified the water stability of soil.
  • WANG Li, WANG Lin , WANG Shi-mei, GUO Fei, ZOU Liang-chao
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 113-120. https://doi.org/10.11988/ckyyb.20180532
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    The instability of most landslides is fundamentally a non-saturated creep process as on one hand, the landslide is usually in unsaturated state because landslide is directly related to the effect of water, and on another, the landslide deformation is rheological. Taking the coupling effect of seepage and creep into consideration in numerical simulation will better reflect the mechanism of landslide deformation. First of all the nonlinear creep model of unsaturated soil and its three-dimensional form acquired in previous researches of our team are verified through experimental data. Since commercial finite element programs do not provide unsaturated creep model for specific soil mass, a finite element program is developed for seepage and creep coupling. The program is used for modeling the deformation of Shuping landslide under the effect of reservoir water level fluctuation. Results show that the calculation results are close to the actual deformation monitoring values, indicating that the creep model established in this paper is reasonable, and the program is reliable, which can be applied to the estimation of long-term deformation of landslide.
  • SHAO Xian-feng, ZHU Ke-liang, LIU Liu, YANG Tai-peng
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 121-125. https://doi.org/10.11988/ckyyb.20181026
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    The stress and deformation characteristics of two-level cantilever retaining wall were analyzed through finite element modelling. The size of the upper wall and the lower wall was the same, the filling surface was inclined, and the upper wall and the lower wall were overlapped with each other. The maximum lateral displacement of filling was found near the heel plate of the upper wall. The lower wall had a tendency of overturning towards the free face; but the upper wall deviated from the free face due to the displacement of filling. The vertical earth pressures on the heel plate of the upper wall and lower wall were both nonlinear: the farther away from the foot of retaining wall, the greater the value of the vertical earth pressure; and vice versa. Two sliding surfaces were observed in the filling soil of the two-level cantilever retaining wall, of which the first slip surface was near the root of heel plate of the lower wall, and the second slip surface was near the root of heel plate of the upper wall.
  • YE Shuai-hua, ZHAO Zhuang-fu, SHI Yi-lei
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 126-132. https://doi.org/10.11988/ckyyb.20180678
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    A large number of typical dual-structured slopes with loess layer on the upper part and sandstone layer on the lower part are encountered in cutting excavation projects in northwest China with complex geological background. To determine the instability deformation mechanism of such high cutting slope, we built a finite element model for the entire excavation process of the dual structure using GEO-studio with segment K35+092 along the expressway from Lanzhou to Yongjing as research background. The damage characteristics and failure mechanism of loess-sandstone dual structure slope were investigated systematically in terms of the horizontal and vertical displacement and the change of safety factor during staged excavation unloading, as well as the stress and strain of slope in excavation state. The results indicate that the instability and deformation mechanism of loess-sandstone dual-structured high cutting slope is determined by structural characteristics formation lithology. Under the action of excavation disturbance, the displacement of slope crest increased, the plastic strain in soil accumulated, and the steady state of the slope gradually weakened. The weak interlayer in the high cutting slope acts as sliding cushion which plays the role of lubrication and weakening the boundary, thus is a potential destabilizing factor of the slope. With the unloading of the slope, the upper part of the slope, namely, loess, slips and damages the lower slope body; in turn the joint action caused by the shear failure of the lower part caused the slumping of the upper part, resulting in an overall instability of the slope. In order to avoid instability and collapse of similar high cutting slope with dual structures, we put forward some corresponding reinforcement recommendations.
  • DONG Bing-yin, HU Rui-geng, SHUI Wei-hou, SHI Wei
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 133-138. https://doi.org/10.11988/ckyyb.20180713
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    Pre-drilled geotextile-encased granular columns were installed in silty clay. The reinforcement effect was evaluated through ultra-heavy dynamic penetration tests and plate loading tests, and the vertical bearing capacity of single geotextile-encased granular column was examined. The influence of geotextile-encased length on the vertical bearing capacity of single geotextile-encased granular column was investigated by building a finite element model of single column. Results unveiled that the characteristic value of vertical bearing capacity of single geotextile-encased granular column is about 2.4 times that of single ordinary granular column. Scale effect was found in the lateral constraint and contribution of bearing capacity to the column: the improvement to lateral constraint and bearing capacity weakens and the granular stone works as main component when the diameter of column is 1 200 mm with geotextile type of HP470. The compactness of granular stone exerts a remarkable influence on vertical bearing capacity in the depth ranging from (2-3)d (d represents diameter of column). Through dynamic compaction (3 000 kN·m) on granular stones in the depth range from column top to 3d, the vertical bearing capacity of the column increased by about 4.1 times. Under the requisite of guaranteeing bearing capacity and deformation, we suggest 6d as the minimum encased length (geotextile type of HP470) when vertical load is 200-250 kPa.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • YIN Hai-bo, HUANG Ming-hui , ZHANG Rui, WANG Wan-xiang, LIU Qian
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 139-143. https://doi.org/10.11988/ckyyb.20180426
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    The residual ammonia in fly ash was measured by Nessler’s reagent spectrophotometry method, neutralization titration method, and ammonia-sensitive electrode method respectively in this paper. The main influence factors and their values were determined and the correlation among results of these three methods were investigated in detail. Results showed that the main influence factors of Nessler’s reagent spectrophotometry method were extraction solvent (best as 0.05 mol/L H2SO4), liquid ratio (optimum as 1∶10), and extraction time (optimum as 30 min); the main influence factors of neutralization titration method were absorption solution(best as 0.05mol/L H2SO4), sodium hydroxide content (optimum as 0.2 g) and distillation time (optimum as 30 min); the main influence factors of ammonia-sensitive electrode method were extracting solution (best as deionized water) and stirring time (optimum as [10, 25] min). In addition, the results of the three methods are of good correlation.
  • CAO Guo-ju, GONG Jing-wei, MA Li, ZHANG Ying, ZHANG Meng-li, ZHAO Yu-qi, LIU Xiang-jin
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 144-150. https://doi.org/10.11988/ckyyb.20180085
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    The thermal conductivity of concrete was measured by QTM-500 thermal conductivity instrument at different temperatures (-30 ℃-20 ℃) with volume fraction of aggregate, sand ratio, water-binder ratio, fly ash content and slag content as variables. The prediction equation between thermal conductivity of concrete and the aforementioned factors was obtained by analyzing the changes of thermal conductivity affected by these factors at different temperatures. Results revealed that thermal conductivity of concrete was negatively correlated with temperature and sand ratio, while positively correlated with aggregate’s volume fraction; at dry state, thermal conductivity decreased with the increase of water-binder ratio, while at saturated state, thermal conductivity was greater than that under dry condition, and with the decline of temperature, especially at 0 ℃ -10 ℃, thermal conductivity increased dramatically. The thermal conductivity of concrete also reduced with the rise of fly ash and slag dosages. In addition, through multivariate regression analysis of the test results, a calculation model of high prediction accuracy between thermal conductivity of concrete and these factors was obtained. The research findings provide a more important theoretical basis for the accurate calculation of the temperature field in the concrete structure, the thermal insulation performance and the control of surface cracks.
  • INFORMATION TECHNOLOGY APPLICATION
  • ZHOU Jian, LEI Chang, ZHENG Qiang, WEI Peng-shuai, DING Gao-jun, BIAN Xiao-cao
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 151-156. https://doi.org/10.11988/ckyyb.20180700
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    The aim of this research is to optimize the function and user experience as well as shorten the design cycle of information management product for hydropower project construction in the presence of limited research resources. The QFD (Quality Function Deployment) theory together with grey correlation analysis and GM (1, N) grey model was adopted to process the “small sample” and “limited amount of information” from the experts’ inquiry by generating the iteration. Then the user requirement and technology importance information were extracted to guide the function design and technical resource allocation of the information system rapidly. This method was applied to the construction of a large hydropower station. A construction information management system was designed, whose function and technical scheme was designed based on importance ranking calculated by QFD. Quality evaluation, defect inspection and progress control informatization management based on BIM(Building Information Modeling) technology were achieved. The system has been proved to effectively promote the engineering construction management level.
  • INSTRUMENTATION DEVELOPMENT AND TESTING TECHNIQUES
  • LU Yun-feng, TAN De-bao, LIU Yong, ZHAN Jian, ZHOU Yun-long
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 157-163. https://doi.org/10.11988/ckyyb.20190850
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    To tackle the difficulty of topographic detection inside caisson during construction monitoring, we put forward a detection method for deep-water caisson in closed environment based on analyzing the operation environment. The interior topographic data of caisson was successfully captured by 3D multi-beam real time sonar system in the Oujiang Beikou Bridge. The 3D scene data of caisson’s interior topography were constructed by GIS technology. Moreover, according to rope survey data and soil excavation scheme, the accuracy of the detected topographic elevation is verified to meet the construction requirements, and the expression of surface morphology is proved credible, which indicate that the proposed method is feasible. By analyzing the detection data we found that different soil excavation zones can be identified by the brightness and shade of the detection data image with the spatial geometric morphological characteristics. Visual analysis of soil excavation zones and topographic elevation in the assistance of GIS technology will provide auxiliary data for determining the approach, position, and range of soil excavation for caisson construction.
  • ZHOU Hua-min, XIAO Guo-qiang, ZHOU Li-ming, CHEN Zhi-xue, ZHANG Min
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 164-168. https://doi.org/10.11988/ckyyb.20180602
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    Detecting hidden troubles of embankment is of great significance for maintaining the safe operation of water conservancy project and improving the dam’s flood control ability. Geophysical method is the preferred method for nondestructive detection of hidden dam troubles. In this paper, commonly used detection methods are summarized in aspects of conductivity, permittivity, velocity, and other geophysical parameters; and the technological theories, development status, applicability and limitations are expounded. Some suggestions are also put forward for future researches: to enhance the analysis of physical characteristics of hidden troubles; to pay focus on theories of forward and inversion analysis; to incorporate 3D geophysical detection to ameliorate precision; to build a comprehensive exploration method combining various geophysical methods with geological and drilling methods; to apply time-shifted detection technology to tracing the development trend of hidden troubles; and to informatize the detection results.

  • XU Fu-xing, LIU Hai-tao, XIONG You-liang, WU Meng-meng
    Journal of Changjiang River Scientific Research Institute. 2019, 36(12): 169-173. https://doi.org/10.11988/ckyyb.20181334
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    With reference to the energy attenuation of electromagnetic wave CT, we present a method for the attenuation inversion of elastic wave CT in an attempt to improve the unsatisfying efficiency of velocity inversion in detecting underground boulders. The square value of the first arrival peak of direct wave was regarded as the waveform energy value. First of all, the coefficient of holistic attenuation in the triangle medium between the single stimulation source and all geophones was calculated after distance correction and normalization processing. Subsequently the coefficient of linear attenuation in the medium from the source to each geophone was calculated according to the fitted relative error. The attenuation coefficient section was then obtained by inversion to be taken as the basis of abnormal discrimination. Practical application of this method to the exploration of boulders in the airport line of Wuhan Metro proves that inversion of attenuation coefficient is more sensitive to small defects than velocity inversion. The relative extreme difference of attenuation coefficient is larger than that of velocity, hence is more conducive to abnormal discrimination.