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01 April 2020, Volume 37 Issue 4
    

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    SPECIAL CONTRIBUTION
  • ZHOU Huo-ming, ZHANG Yi-hu
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 1-6. https://doi.org/10.11988/ckyyb.20190545
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    In order to solve the problem of rock mechanics under complex hydraulic conditions,we have developed technologies regarding in-situ high-pressure true triaxial test and rheological test on rock mass with complex stress path, in-situ large-scale model test as well as fine detection of micro-crack development in failure process of rock mass, and applied them to tackling key technical problems in complex hydraulic rock engineering. Such technical problems include the suitability of building high arch dam in Baihetan columnar-jointed basalt, the mechanical properties of deep buried rock mass under high geostress in Secondary Jinping diversion tunnel, and the long-term deformation prediction of the soft rock foundation of Wujiang Goupitan vertical ship lift. We thereby present some research achievements as follows: (1) The strength parameters of nonlinear strength criterion of columnar-jointed basalt and deep buried marble with the influence of intermediate principal stress into consideration were obtained through researches on the deformation and failure characteristics of rock mass under high geostress and rock mass with complex stress path in cavern-excavating process. (2) The rheological parameters of deep buried marble were obtained via researching the rheology properties of complex structural rock mass under high geostress and with complex stress path. (3) Acoustic emission fine observation of the excavation-relaxation process of columnar-jointed basalt and the failure process of specimens of true triaxial test was accomplished by examining the relaxation properties of columnar-jointed basalt and pre-anchoring anti-relaxation measures. (4) The rheological constitutive parameters of soft rock-pile composite foundation were acquired by studying the rheology properties of soft rock-pile composite foundation of Wujiang Goupitan super high vertical ship lift. Such achievements have promoted the in-situ test technology of rock mass, developed the basic theory of rock mechanics, and offered technical support for solving the new problems of rock mechanics under complex hydraulic conditions.
  • RIVER-LAKE SEDIMENTATION AND REGULATION
  • SHI Qi, ZHANG Xiao-feng, XU Quan-xi
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 7-13. https://doi.org/10.11988/ckyyb.20190080
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    The evolution of alternate bars in straight channel under different discharge and sediment conditions was studied in this research via generalized flume model experiment. The conclusions are as follows: (1) The area and size of alternate bars in straight channel declined with the reduction of sediment load from the upstream, and simultaneously the spacing between bars became shorter. (2) The downward movement speed of alternate bars decreased as the sediment load from the upstream decreased. In the case of large sediment load supplied from the upstream, siltation at the end of bars compressed the mainstream nearby, thus causing the beachhead of the opposite bank to move downstream. Such phenomenon was weakened when the sediment supplied from the upstream reduced. (3) In the presence of large sediment load from the upstream, the alternate bars were scoured although the principal channel was in deposition. With the reduction of sediment load supplied from the upstream, the channel was scoured instead. The deep trough which was close to the river bank sometimes would not be filled when alternate bars moved downstream, leading to the formation of inverted watercourse.
  • WATER RESOURCES AND ENVIRONMENT
  • WEI Jing, LIN Li, PAN Xiong, LIU Min, LI Ming
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 14-24. https://doi.org/10.11988/ckyyb.20190062
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    Algae always plays a key role in stabilizing the balance and the biodiversity of aquatic ecosystem. However, during the growth of algae, the normal life activities are always susceptible to various environmental factors. In this paper, we analyzed the effects of three types of environmental stress factors including meteorological factors (UV-B, drought, high temperature, and etc.), pollutants (heavy metals, nanomaterials, organic pollutants, rare earth elements, and etc.), and water body coexisting matter (water particles, excessive nutrients, H2O2, and etc.) on the life activities of different algae species (Cyanophyta, Chlorophyta, Bacillariophyta and Phaeophyta). The effects of different environmental stress factors on the biological characteristics of algae were systematically reviewed from the changes of antioxidant enzyme activities, cell ultrastructural changes and DNA damage in algae. Results demonstrated that during the growth of algal cells, a set of ROS scavenging antioxidant defense system was formed, which reduced the body damage of algal when attacked by reactive oxygen species; nevertheless, when the production speed of reactive oxygen species exceeded the scavenging ability of antioxidant defense system, excessive reactive oxygen species would cause oxidative stress to the algal body, resulting in the loss of protein function, ultrastructural damage, DNA damage and mutation, and in particular when serious, would cause cell metabolism disorder, and ultimately inhibit the growth and development of algae. The results offer a basis for further study on the growth of algae and the changes of its molecular biological characteristics under stress.
  • GAO Hua-bin, TANG Bing
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 25-29. https://doi.org/10.11988/ckyyb.20190746
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    Salt water intrusion severely threatens the water supply safety in the Yangtze River estuary. To determine the target (critical) flow rate for the scheduling of repelling salt water, we studied the mechanism of salt tide by establishing an empirical model of the relation among salinity, tidal range, and flow rate into the sea via statistical analysis. We conclude that the critical flow rate is a varying value ranging between 9 390 m3/s and 21 633 m3/s when tidal range is 290-335 cm. In response to salt water intrusion, scheduling of reservoirs in the upstream of Yangtze River alone has no significant effect as it requires large discharge and long time. In conclusion, in practice we should combine the comprehensive scheduling of the whole watershed with the storage of freshwater and repelling salt water in local reservoirs.
  • QIAN Sheng-yuan, ZHANG Qian-kun, CHEN Cong-jian, YANG Guo-ping
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 30-36. https://doi.org/10.11988/ckyyb.20181319
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    The hydrochemical characteristics of groundwater samples collected from Jiaozuo in 2017 were analyzed using mathematical statistics, Piper'plot, and correlation of components. The groundwater quality in the study area were also assessed using the method of single-factor evaluation and fuzzy comprehensive evaluation method based on principal component analysis. Results unveiled that Ca2+, Mg2+, SO2-4 and HCO3- were dominant in the groundwater of Jiaozuo. In shallow groundwater, the hydrochemical type evolved from HCO3-Ca to HCO3·SO4-Ca·Mg and HCO3·SO4·Cl- Ca·Mg along the direction of groundwater runoff. In deep groundwater, the hydrochemical type was mainly HCO3·SO4-Ca·Mg, with some local HCO3·SO4-Ca·Mg. The change of ion content in groundwater was mainly affected by weathering and leaching of carbonate, sulfate and rock salt. Single factor evaluation result showed that the excessive TH, Mg2+, TDS, SO2-4 and other components were major factors that affect the quality of groundwater. Fuzzy comprehensive evaluation results revealed that 61% and 75% of the shallow and deep groundwater quality in the study area met the Ⅲ-level water standard and above. The research findings offer basis for the water quality assessment and reasonable utilization of water resources in Jiaozuo.
  • WATER-SOIL CONSERVATION AND ECO-CONSTRUCTION
  • ZHAO Yu-luan, DONG Shun-zhou, KUANG Cheng-hua
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 37-42. https://doi.org/10.11988/ckyyb.20190047
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    The forest tranition in Zunyi City, Guizhou Province, a typical mountainous area in the upper reaches of Yangtze River, is investigated under the background of green development of the Yangtze River economic belt. The spatiotemporal process of forest transition in the period of accelerated urbanization is analyzed, and the Logistic-CA-Markov coupling model is adopted to predict the spatial pattern of forest transition in 2025. The research unveils that the forest transition characteristics in Zunyi City are significant from 2000 to 2010, with an increase of 113 033.98 hm2 in the area of forestlands in the decade. The change of forestland is characterized by significant spatial differentiation. From the perspective of land-use type transfer, newly-increased forestland is mainly transformed from cultivated land, while the decrease of forestland is mainly due to the occupation of water area and construction land. The Logistic-CA-Markov coupling model was used to simulate the spatial restoration pattern of forestland in 2025. Under the current level of urbanization and economic development, the restoration of forestland will continue in the future 15 years; but such recovery will slow down. The research findings are of significance in guiding the construction of ecological barrier in the upper reaches of the Yangtze River and scientifically understanding the relation among the urbanization, economic development and ecological protection.
  • ZHANG Shi-shan, ZHU Xiong-bin, WANG Xiao-qin
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 43-49. https://doi.org/10.11988/ckyyb.20190014
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    The restoration of vegetation is the most common approach to control soil and water loss. Vegetation not only improves the capacity of soil and water conservation, but also serves as a standard for soil erosion control. In this research we took the governance area of Changting County, Fujian Province from 2000 to 2010 as the research object. By constructing a medium-resolution time-series dataset from 2000 to 2015, we employed the NDVI time-series dataset to monitor the status of vegetation growth and quantified the relation between the restoration of vegetation and the time or pattern of governance. Results indicated that: (1) The overall tendency of vegetation restoration in the governance area is significantly better than that in untreated area. (2) the vegetation restoration under different governance patterns differs as well: the reform of forest-grass and economic fruit-forest as well as repetitive governance are faster to restore vegetation than closed-off reform. (3) The vegetation growth rate in different governance patterns varies also; whereas in the same governance model, the restoration tendency depends on governance age. The research findings are expected to offer reference for the selection of governance pattern and quantitative analysis.
  • FLOOD PREVENTION AND DISA STER REDUCTION
  • SUN Zheng-lan
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 50-55. https://doi.org/10.11988/ckyyb.20190664
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    The watercourse entering the Yangtze river is the largest flood discharge course in the lower Huaihe River, through which more than 70% flood from the upper and middle reaches of the Huaihe River enters the Yangtze River. According to measured data in flood period from 1961 to 2018, the flood discharge capacity and flood control capacity of the watercourse are calculated and analyzed using stage-discharge relation method. Results show that due to the limits of historical objective conditions and the difficulty and complexity of the regulation of four cascade control sections, the flood discharge capacity of each control section in different periods presents varied characteristics respectively. After years of continuous and effective governance, the flood discharge capacity has been improved overall. According to measured data in recent years, the flood discharge capacity of the four cascade control sections has met design requirements in general. The research finding offers reference for flood relief and threat reduction of catastrophic floods in the lower Huaihe River, and is of great practical significance for the sound and rapid development of economy and society in this region.
  • ENGINEERING SA FETY AND DISASTER PREVENTION
  • WANG Xi-an, CHEN Jian-gang, CHEN Hua-yong, Nirdesh Nepal, WANG Fei
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 56-61. https://doi.org/10.11988/ckyyb.20181354
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    The viscosity of slurry affects the roughness coefficient of debris flow by changing the internal and external resistance characteristics of debris flow. Such influence is often neglected and has not been quantitatively expressed based on observed data. In this paper we explore the relation between roughness coefficient and viscosity of slurry based on field measurement data at the downstream channel of Jiangjia Ravine. By regression fitting we acquire the formula of calculating the roughness coefficient of debris flow in consideration of the viscosity of slurry, and further establish the mathematical relation between velocity of debris flow and viscosity. Results illustrate that the roughness coefficient of debris flow increases with the augment of viscosity of slurry. In other words, the viscosity of slurry enhances resistance in a macroscopic sense. The present formula overcomes the shortcomings of existing formulae in calculating the velocity of debris flow with high viscosity. The results provide a reference for further study of the influence of viscosity of slurry on the resistance of debris flow, and offer a new idea for calculating flow velocity and designing energy dissipation methods.
  • HYDRAULICS
  • ZHANG Jing, SHEN Xin-fei, ZHOU Sheng-long, LI Xue-mei, ZHANG Qing-hua
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 62-66. https://doi.org/10.11988/ckyyb.20190078
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    The maximum discharge generated by the collapse of rubber dam is crucial for the control and running of rubber dam in flood season. To calculate the maximum discharge caused by rubber dam collapse quickly and accurately, 102 scenarios of rubber dam collapse were designed to simulate the maximum discharge caused by dam collapse. Dam height, river slope, water storage, length of dam, and dam collapse duration and other factors were selected as variables in the scenarios. The empirical formula for estimating the maximum discharge generated by the collapse of rubber dam involving dam length, dam height, water storage, complete dam collapse duration, and lateral contraction coefficient was presented using statistical analysis method. Example verification demonstrate that the empirical formula is quick in calculating and accurate in result, and also practical and convenient.
  • ROCK-SOIL ENGINEERING
  • LIANG Rui, ZHU Mian, ZHOU Wen-hai, HUANG Xiao-bin, DU Chao-fei, DENG Ke-fei, ZHOU Yong-tao
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 67-72. https://doi.org/10.11988/ckyyb.20190016
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    A physical model of identical spherical charges that explode synchronously was built in this research to investigate the rock-breaking characteristics of stress wave superposition between explosive packages in different sources. According to the stress state after stress superposition between two spherical charges, the function of peak stress with oblique superposition is established. Furthermore, LS-DYNA software is employed to build an equivalent numerical model to verify the formulae obtained as aforementioned. The range of rock-breaking angle (β) where the rock can be easily destroyed is acquired as arctan λ≤β<90° (λ is the coefficient of lateral compressive stress). A sequence of peak points in stress superposition area was selected as unit points to obtain the curve of numerical stress change. The theoretical result of peak stress trend is consistent in general with the numerical result, implying that the rock-breaking characteristics in stress superposition process of spherical charges in the present research accord well with theoretical characteristics. The results offer theoretical reference and guidance for blasting project with spherical charges.
  • DENG Nian-dong, XUE Sheng-ze, DUAN Zhao, MA Jian-quan, TANG Hao
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 73-78. https://doi.org/10.11988/ckyyb.20190287
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    Direct shear test was conducted on the contact interface between medium-fine sand and polymethyl methacrylate to investigate the interfacial shear properties of test materials and polymethyl methacrylate. The stress-strain curves under different normal stresses were compared and were divided into two stages, namely, the pre-peak stage and the post-peak stage with the peak strength as boundary. A shear model suitable for the interface between medium-fine sand and polymethyl methacrylate was established, and the model parameters were obtained via test data analysis and were compared with measured data. Results revealed that with the increase of strain or shear displacement, the shear process displayed obvious strain-softening effect on the interface between medium-fine sand and polymethyl methacrylate. The envelopes of peak strength and residual strength of the interface can be calculated by using Mohr-coulomb strength criterion, with the corresponding peak friction angle reaching 28.3° and the residual friction angle 24.1°. The pre-peak and post-peak model constructed by using the parameters obtained in the study could fit the experimental data well, hence providing a reference for physical simulation test design of geological hazards and shear behavior modeling of materials' contact interface.
  • QIAO Zhi-tian, LI Qiang, ZHANG Jie, LI Ping, SHEN Wei, LI Tong-lu
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 79-84. https://doi.org/10.11988/ckyyb.20190035
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    Simulating the mechanical behavior of loess in micro-scale is an effective way to reveal the mechanical mechanism of loess. Micro-mechanical model of loess is essential. At present, the microstructure of loess is often obtained by optical microscope or scanning electron microscope image, which, however, will lead to particle suspension and overlapping when directly used in two-dimensional modeling. In this paper, a method of randomly generating two-dimensional microstructure model of loess is proposed based on the cumulative distribution curve and the actual particle morphology of loess. Firstly, the cumulative particle distribution curve is divided into several intervals according to the particle size range, and the particle size is randomly extracted from each interval to form a particle size database which satisfies the size distribution. In subsequence, a database of particle morphology is established based on the microscopic images of loess particles. The size and morphology of particles are randomly extracted from the two databases to generate a particle bank with random sizes and morphology. Last but not the least, Monte Carlo method is used to randomly place these particles at the top of the model, hence a two-dimensional microstructure model of loess is established. The model established in this paper accords with the microstructure characteristics of loess and provides an initial model for the simulation and analysis of microscopic mechanical behavior of loess.
  • ROCK-SOIL ENGINEERING
  • SHI Shi-bo, CHEN Bi-guang, SHU Heng, LI Xiu-juan, ZHAO Xian-yu, XIAO Li
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 85-89. https://doi.org/10.11988/ckyyb.20181331
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    Seismic liquefaction of sand will give rise to the failure of foundation and structural damage. Discriminating liquefaction of the construction site is of vital importance. Liquefaction discrimination methods in specifications in China and abroad are simple and practical, yet still of some limits. In this paper, we performed numerical analysis on the seismic liquefaction characteristics of typical borehole soil layer of a shield tunnel project in Kanapuri River of Bangladesh using the FINN module of FLAC3D. We applied a reasonable seismic wave after the balance of gravity and water pressure and calculated the maximum excessive pressure ratio of each unit in the calculation process. If the maximum excessive pore pressure ratio is equal to one, the soil is liquefied at this position; if the maximum excessive pore pressure ratio is less than one, the soil is not liquefied. Calculation result revealed that the maximum excessive pore pressure ratio of some parts of soil is equal to one and other parts less than one. The result indicated that seismic liquefaction occurs in the soil layer in this area, and the liquefaction range is different at different locations. The result is consistent with the discriminant results of specification methods.
  • LI Dong-ming
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 90-95. https://doi.org/10.11988/ckyyb.20181281
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    Present control index systems for soil deformation is insufficiently targeted, scientific, and applicable. In view of this, we present a comprehensive method of determining the deformation control index for the tunnel project of Xiamen metro line in weathered granite stratum as an example. The method introduces the spatial variation of soil parameters based on statistical analysis of field monitoring data and stochastic reliability analysis. Results demonstrate that in the typical weathered granite stratum in Xiamen, the statistical mean value of the maximum surface settlement caused by shield tunneling is -13.5 mm, and the 95% quantiles of maximum surface settlement is -32.42 mm. According to the stochastic reliability analysis, the maximum surface settlement is in the form of standard normal or lognormal distribution, and the 95% quantiles of maximum surface settlement obtained by stochastic calculation is - 35.43 mm. From the point of view of safety, we suggest to take -35.0 mm as the control value of surface settlement during the twin shield tunneling in Xiamen typical weathered granite stratum.
  • MA Quan-kun, XU Shun-hua, LIU Kun, SUN Jun-jie, TIAN Wen-tong
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 96-103. https://doi.org/10.11988/ckyyb.20181266
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    The influence of granular fabric on mechanic properties and microscopic parameters of sandy soil was investigated in this research via numerical simulation of triaxial compression test in association with Labenne's laboratory test of sandy soil. The numerical model which could determine the initial porosity and gradation of materials in consideration of rolling resistance was developed based on discrete element open source system Yade. According to the results of numerical tests, the variation laws of particle force chain, displacement field, and strain field with triaxial model deformation were analyzed. The numerical test involved five groups of particle gradation and three groups of porosity, and were compared with Labenne's laboratory test of sandy soil. Results conclude that: 1) the nonuniform coefficient and porosity have obvious influences on the peak strength of sandy soil; 2) the nonuniform coefficient has great influence on the coordination number of particles and the local stress; (3) the failure of sandy soil follows the pattern extending from the interior to the exterior along the shear plane.
  • MA Yun-chang, SU Pei-dong, QIU Peng, ZHENG Zhi-yang, GENG Bo-chuan
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 104-108. https://doi.org/10.11988/ckyyb.20181263
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    The influences of slope rate of rock slope and inclination angle of sliding surface on anchoring effect are investigated in this paper. ANSYS is employed used for modeling and meshing of rock slope with structural plane; FLAC3D is used to build a known inclination of sliding surface; and finally, strength reduction method is adopted to solve the safety factor of the slope, and the functional relation between anchoring angle and safety factor in the presence of varied slope rate and inclination of sliding surface was obtained. Through fitting of the theoretical formula and the numerical simulation results, we conclude that: (1) In rock slope, through theoretical deduction, the optimal anchorage angle is defined as the anchorage angle corresponding to the maximum anti-sliding force in the free section of the anchor. (2) When the slope rate is known, anchorage angle is in a negative correlation with safety factor, which suggest that safety factor decreases gradually with the increase of anchorage angle. When the inclination angle of sliding surface is known, the safety factor of slope declines with the increase of slope rate in the presence of the optimum anchorage angle. (3) When the inclination angle of sliding surface is known, anchorage angle has a negative correlation with safety factor, implying that safety factor reduces gradually with the augment of anchorage angle. When slope ratio is known, safety factor drops first and then rises with the increase of inclination angle in the presence of the optimum anchorage angle.
  • YAN Zhang-cheng, SUN Hui, LI Li-ping, HU Chao, ZHOU Zong-qing, GAO Shang, CHENG Shuai, HU Hui-jiang
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 109-114. https://doi.org/10.11988/ckyyb.20190049
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    Acoustic emission monitoring of dry and water-saturated limestone under uniaxial compression was performed in this research to explore the acoustic emission law under water-rock coupling conditions. Signal analysis method inclusive of fast Fourier transform, short-time Fourier transform, and discrete wavelet transform were adopted to compare and analyze the time domain, frequency domain and time-frequency characteristics of the dry and water-saturated limestone specimens. Results showed that water had a notable influence on the deformation and failure characteristics of limestone. Compared with that in dry state, limestone in water-saturated state had markedly lower uniaxial compressive strength and basic time domain characteristic parameters such as amplitude, energy and ringing count. Before failure, the dry and water-saturated limestones both presented an overall trend of transition from “high main frequency and low amplitude” to “low main frequency and high amplitude”. Before failure, the value of main frequency of dry limestone was higher than that of water-saturated limestone; whereas after complete destruction, the main frequency of dry limestone declined sharply and became lower than that of water-saturated limestone. The main frequency of water-saturated limestone was stable with small fluctuation.
  • YUAN Bin, XU Fan-xian, LIAO Huan, DENG Kai-feng, ZHONG Yu-tian, JIN Tao, LUO Gang
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 115-121. https://doi.org/10.11988/ckyyb.20181327
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    The deformation and failure of tunnel's surrounding rock is closely related to factors such as rock strength, characteristics of structural plane, groundwater and geostress. The geometric parameters (spacing and inclination) of the controlling structural plane affect the macro-integrity of the surrounding rock and the stress distribution after excavation, and furthermore, control the plastic deformation of the surrounding rock and the shear-slipping of structural plane. In order to study the control effect of structural plane's geometric parameters on the stability of tunnel's surrounding rock, we analyzed the deformation and failure of surrounding rock of Xiangjiawan tunnel in Zhengzhou-Wanzhou high-speed railway as a case study using UDEC based on regional geo-environmental investigation, geologic sketch of tunnel face, and test of the rock physical and mechanic parameters. Results demonstrated that the spacing and inclination of structural plane have a significant influence on the deformation and failure of surrounding rock. The stability of surrounding rock should be relatively superior during the tunnelling construction when the spacing of the structural plane was greater than 1/10 diameter and the inclination of the structural plane was in the range from 0° to 30°. The research finding has practical guiding significance for the safety construction of similar tunnels.
  • HYDRAULIC STRUCTURE AND MATERIAI
  • LIU Jing, YAO Shuan-xi, SUN Chun-hua, WEI Xiao-juan
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 122-126. https://doi.org/10.11988/ckyyb.20181320
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    Identifying the values of water pressure distributed on the cushion structure of pipeline is of vital significance in the design of hydropower station. In association with the postprocessing of ANSYS, we present four methods of calculating the water pressure distribution on concrete, steel plate and non-cushioned zone using finite element software. Corresponding calculation method can be selected according to the complexity of the structure to be calculated. Among the four methods, the equivalent force method can be used to calculate the distribution of steel plate and concrete in holistic complex 3D model. Being convenient and reliable, the method solves the problem of analyzing the internal water pressure of the whole structure encountered in simplified 2D simulation.
  • YANG Jing
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 127-131. https://doi.org/10.11988/ckyyb.20190045
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    In the purpose of obtaining variation characteristics of pore distribution for material under freeze-thaw cycles, Nuclear magnetic resonance (NMR) technique was employed in this research to scan concrete specimens undergone 0, 50, 100, and 200 times of freeze-thaw cycles. The spectrum of relaxation time T2 and NMR scanning images were acquired. The variation of T2 distribution curve reflected the evolution and expansions of pores in the specimen undergone freeze-thaw cycles. With the proceeding of cyclic freezing and thawing, the T2 spectral area which characterizes the porosity of the materials surged in the initial stage; but such increment attenuated later. The proportion of small pores reduced whereas the ratio of macropores increased. The NMR scanning images of concrete specimen with various damage degrees synchronized well with the variations of T2 distribution spectrum, which implied the accuracy of scanning results. In conclusion, the joint failure due to the combined action of osmotic force and frost heave force in freeze-thaw cycles is the fundamental cause for the formation of connecting fracture.
  • WANG Pu, CHEN Deng-hong, CHENG Zhuo-qun, LIU Miao-miao, SUN Shang-peng
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 132-137. https://doi.org/10.11988/ckyyb.20181344
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    Cyclic loading and unloading tests were performed on concrete specimens under different lateral stresses (0, 0.1fc, 0.3fc, 0.5fc) and strain rates (10-5/s, 10-4/s, 10-3/s, 10-2/s), respectively, to investigate the energy evolution of concrete in failure process. The evolution and distribution of total energy input, accumulated elastic energy, and dissipated energy along with strain growth under uniaxial compression were obtained. Experimental results showed that when strain rate was 10-5/s and 10-4/s, the total energy, elastic energy and dissipated energy of concrete increased at first but then decreased with the rising of strain in the whole loading stage; while when strain rate was at 10-3/s, 10-2/s, the aforementioned values augmented with the rising of strain. Under the same lateral stress, the accumulated energy of concrete at failure and the energy storage of concrete increased along with the rising of strain rate; when concrete reached the limit of energy storage, the elastic energy density accounts for 30% at the minimum and 58% at the maximum. When strain rate is constant, the energy storage limit of concrete expanded with the climbing of lateral stress. Lateral stress restrained the development of cracks. When lateral stress was at (0.1, 0.3)fc, the elastic energy density of concrete increased linearly with the climbing of lateral stress.
  • INFORMATION TECHNOLOGY APPLICATION
  • ZHANG Bai-yu, QIU Xin-fa, ZENG Yan, WEI Xiang-hong, WANG Dan-dan, ZHU Xiao-chen
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 138-145. https://doi.org/10.11988/ckyyb.20181323
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    In this paper, we adopted a stepwise regression algorithm based on regional monthly division to establish precipitation estimation model based on the data from TRMM and FY-2C. This model also combined with observation data of weather stations and DEM data. By employing the estimation model, we obtained the spatial distribution of precipitation of the Yangtze River in January, April, July and October 2007, and tested and analyzed the results. The simulation results showed that the model could revise TRMM and FY-2C effectively. Further analysis and calculation showed that the averaged relative errors of TRMM precipitation in the four months were 37.7%, 47.3%, 44.2% and 41.9%, respectively,while those of FY-2C precipitation were 46.3%, 50.9%, 39.8% and 48.8%, respectively. From the perspective of the whole year, the correlation coefficient of simulated TRMM precipitation was 0.838, while the correlation coefficient of simulated FY-2C precipitation was 0.811. The simulation result showed that TRMM was more accurate than FY-2C. Moreover, the distribution of precipitation remained almost the same with the original data, and the results of the present model reflected the distribution pattern of precipitation.
  • INSTRUMENTATION DEVELOPMENT AND TESTING TECHNIQU ES
  • ZHAO Ya-yu, HE Qin, ZHANG Ze-yu, XIA Run-chuan, ZHOU Yi
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 146-151. https://doi.org/10.11988/ckyyb.20181339
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    The stress state of galvanized steel strand cable for cable-stayed bridge in-service are hard to be detected effectively by existing technologies. In view of this, a method based on electromagnetic non-destructive testing technology was proposed to detect the stress state of galvanized steel strand cable. Controlled tension test was performed on eight galvanized steel strand specimens using universal testing machine. The electromagnetic signals in the tension process were obtained via LCR meter. The variation characteristics of the signals were examined, and the relation between electromagnetic signals and stress state of the specimens was analyzed. Test results illustrated that with the rising of tensile stress σ, the relative magnetic conductivity μr of specimens increased at first and then decreased. The peak of μr arrived when stress reached 73.29% of tensile strength fptk of the specimens. Still with the rising of stress σ, the value of dμr/dσ which denotes the gradient of relative magnetic permeability to tensile stress increased at first and then decreased. The peak value of dμr/dσ occurred when stress reached 36.07% of tensile strength fptk. Besides, while the value of dμr/dσ was not less than zero, the stress of specimen was within 73.29% of tensile strength fptk. The test verifies the feasibility of detecting the stress of steel strand based on electromagnetic induction technology, and offers a technical reference for future stress detection of galvanized steel strand cable.
  • CONSTRUCTION AND MANAGEMENT OF WATER CONSERVANCY PROJECTS
  • WANG Li, JIN Li-ping, WU Qian, YANG Fan, SUN Jun-na
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 152-159. https://doi.org/10.11988/ckyyb.20181318
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    The aim of this research is to reasonably assess and scientifically control the social stability risks caused by the construction of large hydro-juncture project. First of all, an assessment index system was established based on questionnaire reliability test; secondly, the degree of risk impact was calculated using principal component method; and then an unascertained measure model for the assessment was built; finally, risk mitigation strategies were developed using radar model. The present model was applied to assess the social stability risks of a large hydropower project in Shaanxi Province as a case study. Problems represented by the risk assessment indicators in the results were analyzed, and suggestions for managing and controlling the social stability risks were put forward. After risk mitigation measures were implemented, the social stability turned to be controllable at low risk. In addition, a sequential risk mitigation strategy was put forward in the order of the most sensitive, sensitive, generally sensitive, and insensitive, giving priority to solving problems of migration resettlement and ecological environment. Four suggestions were also put forward for the risk management of large hydro-junctures.
  • THE TENTH NATIONAL YOUTH CONFERENCE ON GEOMECHANICS AND GEOTECHNICAL ENGINEERING
  • HUANG Gang, ZHENG Ming-xin, WANG Qing, LU Xue-song, PENG Jing
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 160-167. https://doi.org/10.11988/ckyyb.20191147
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    The aim of this research is to explore the impact of rainfall on the stability of vegetated slope. The calculation formula for the wetting front depth of vegetated slope under rainfall infiltration was deduced using the improved Green-Ampt model with the hydraulic effect of vegetation and the runoff in saturated zone into consideration. The factor of safety of different potential sliding surfaces was calculated by using the limit equilibrium analysis method; thereafter, the stability of multi-layer vegetated unsaturated soil slope was analyzed and evaluated. Results indicate that the present infiltration model of multi-layer vegetated unsaturated soil slope which considers the hydraulic effect of vegetation and the runoff in saturated zone is practical, and could accurately evaluate the stability of vegetated slope under rainfall. The depth of wetting front increased with the expansion of rainfall duration, and the wetting front changed suddenly when the wetting front passed the boundary of soil layer. The increment of wetting front depth in root-silty sandy soil layer was smaller than that in silty sandy soil layer by 1.5%-11.8%. The anti-slip safety factor of the four potential sliding surfaces decreased with the increase of rainfall duration in the early stage of rainfall. The safety factor of vegetation-silty sand layer increased by 12.3%-35.5% compared with that of silty sand layer. Instability and damage were not easy to occur at the interface between root-soil layer and soil layer; but were prone to happen at the interface between soil layer and soil layer as the safety factor changed sharply.
  • FEI Yi, LI Wang-hui, ZHAO Chun-feng, WANG You-bao, WU Yue
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 168-174. https://doi.org/10.11988/ckyyb.20191118
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    Radial unloading-induced borehole contraction is caused in the drilling process of bored pile. On the basis of the SMP yield criterion and the non-correlated flow rule, the solution for the stress and displacement fields in two stress-state conditions of plastic zone around the vertical borehole is deduced with the coefficient K0 of lateral earth pressure considered. Parameter analysis shows that the K0 and internal friction angle φ of soil have a great influence on the emergence and development of plastic zone as well as the radius re and rp of plastic zone. The relative displacement and stress of borehole wall increase linearly along with the increase of drilling depth with different values of K0 and mud's unit weight rmud. The relative displacement of borehole wall intensifies with the growth of K0, while declines with the rising of rmud. However, the radial and circumferential stresses of borehole wall do not change with K0. In addition, the range of plastic zone around the vertical borehole hardly changes along the depth in sandy soil, and the plastic radius rp has a remarkable influence on the circumferential stress. The theoretical solution presented in this paper is of theoretical significance for the unloading problem of borehole in initial in-situ stress field of sandy soil.
  • ZHANG Song, YUE Zu-run, ZHANG Ji-wei, HAN Yu-fu, SU Yan-lin, ZHANG Song
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 175-179. https://doi.org/10.11988/ckyyb.20191216
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    Indoor test, on-site measurement, and simulation calculation are performed to investigate the effects of heat preservation process and form, freezing hole spacing, length of unfreezing section, and freezing time on surface frost heaving in the aim of researching the form of freezing pipes and surface frost heaving in subway tunnel freezing project. The freezing process of the airport segment tunnel of the north extension line of Guangzhou Rail Transit Line 13 is taken as the research background. Results show that partial freezing can be effectively achieved by using thermal insulation materials for freezing pipes, and the insulation materials should be waterproofed to prevent the thermal conductivity from increasing induced by groundwater. The frost heave on the surface is inversely proportional to the length of the insulation, and the proportional coefficient decreases with the increase of the hole spacing but increases with the extension of the active freezing time. The predictive equation of frost heave is presented. In addition, the distance of the freezing pipe can be reduced to cut the construction period and energy consumption under the premise of ensuring the surface frost heave.
  • XUE Zhong-fei, WANG Lin, ZHENG Wen-chieh
    Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 180-186. https://doi.org/10.11988/ckyyb.20191218
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    Post-harvest Straw(termed PHS hereafter) and loess are easily accessible in Chinese Loess Plateau. The loess-PHS mixture has been widely applied to the construction of residential houses that have been utilised over decades under freeze-thaw cycles. Notwithstanding that, the shearing behavior of such a mixture has rarely been discussed by published literatures. Thus,a consensus about its shearing behavior has not been reached yet. In this study,the shearing behavior of loess-PHS mixture is investigated using a series of large-scale direct shear(LSDS) tests and the mechanism of improving the shear strength parameters of loess-PHS mixture is analyzed as well. The PHS is firstly treated with hot water and then blended with loess for preparing cubic specimens with moisture content of 14%,18%,and 22%,respectively. The LSDS test results demonstrate that:(1) the PHS added into specimen impedes particle rearrangement and results in particle inter-locking,thereby restraining the development of shear bands in the adjacent of shear plane and leading to an improvement of friction angle;(2) the optimal dosage of PHS is deemed as 0.55%-0.65% considering specimen homogenisation and testing reliability;(3) the vertical displacement observed before and after the shear box can be used to explain the gradual increase of the strain-hardening curve(continuous development) and the strain-hardening curve(two stages of continuous development).
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