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    25 April 2021, Volume 49 Issue 4
    2021, 49(4):  0. 
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    Architecture & Civil Engineering
    LING Yuhong, WU Shan, GU Jingxin, et al
    2021, 49(4):  1-8.  doi:10.12141/j.issn.1000-565X.200233
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    A three-dimensional finite element model of tunnel-soil-superstructure was established by finite element software MIDAS GTS NX. The model was verified by comparing the model results with the measured vibration data. Based on the finite element model, the effects of vibration isolation layer, cushion sand layer and disc spring support on the vibration isolation of the metro superstructure were explored. The study took Guangzhou Metro Line 3 superstructure Boxue Building of South China University of Technology as the example, three kinds of vibration isolation methods were compared: (1)set up a 1.8m isolation layer on the basement roof and fill the rigid or flexible material in the vibration isolation layer, respectively;(2)set up a cushion sand layer at the basement floor and take the thickness of the cushion sand layer as variables; (3)design suitable disc springs through calculation, and optimize its layout, which are arranged in the bottom of the column and the slab, respectively. The direct integration method Newmark-β method of time history analysis was used for calculation. It finds that the disc spring has the best vibration isolation effect, and the average vibration isolation rate is 11.23%, which provides design suggestions for the vibration isolation measures of the metro superstructure.
    ZHANG Jin, LIU Delong, ZHANG Qiang, et al
    2021, 49(4):  9-19.  doi:10.12141/j.issn.1000-565X.200253
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    In order to study the fire resistance of the cross-laminated timber (CLT) wall made of domestic Japanese larch, the CLT plate normal temperature material performance test and the CLT wall fire resistance test under the standard heating curve were carried out. The performance test obtained the interlayer shear strength, rolling shear strength and compressive strength along the grain of the CLT sheet. The fire resistance test results show that the failure mode of the wall at room temperature is mainly buckling failure, and the ultimate load of the three-layer CLT wall is higher than that of the five-layer CLT wall. Under the same layer composition, the fire resistance of the CLT wall decreases with the increase of the load-holding ratio of the test piece. Under the same load-holding ratio, the fire resistance of the five-layer CLT wall is higher than that of the three-layer CLT wall. Moreover, the CLT wall did not fall off during the test. The numerical simulation with ABAQUS shows that the temperature field and displacement development trends obtained are basically consistent with the test results.
    MA Yudong, MA Kaize, WEI Hui, et al
    2021, 49(4):  20-27,38.  doi:10.12141/j.issn.1000-565X.200331
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    The combination of high-strength concrete and steel fibers with different sizes can improve the performance of concrete deep beam, such as bearing capacity and toughness. In this paper, shear tests were carried out on one reinforced high-strength concrete deep beam and four hybrid steel fiber reinforced high-strength concrete deep beams. Through changing the volume of hybrid steel fiber and the distribution of web reinforcement, the failure mode, bearing capacity, deformation capacity, and reinforcement strain of specimens were studied. The enhancement mechanism of hybrid steel fiber for specimens was analyzed. The study results show that because of the hybrid steel fiber, the bearing capacity and deformation capacity of specimens are significantly improved, and the stiffness and bearing capacity decrease slowly in the later stage. The bearing capacity of specimens increases with the increase of the volume of hybrid steel fiber and web reinforcement ratio. The deformation capacity of specimens increased with the increase in the volume of hybrid steel fiber, but it increases first and then slightly decreases with the increase of the web reinforcement ratio. The short steel fibers function is to reinforce the concrete base-body and inhibit the forming of cracks. The long steel fibers role is to delay the development of cracks, transmit and bear the shear force at the cracks, and relieved the tensile stress of steel bars. Two kinds of steel fibers work together in the loading process of specimens. In addition, the calculation method to predict the shear capacity of hybrid steel fiber reinforced high-strength concrete deep beams was revised, with the consideration of synergistic effect of the two types of steel fibers. The calculated results were in good agreement with the test results.
    WEI Limin, LI Shuanglong, DU Meng, et al
    2021, 49(4):  28-38.  doi:10.12141/j.issn.1000-565X.200411
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    This paper used the coupled euler-lagrangian (CEL) method to establish three models, including a single-pile model, a single-pile model with pre-drilled hole, and a double-piles model with an isolated pile, aiming to study the soil displacement distribution around the pile and to investigate the control effect of pre-drilled hole and isolated pile on soil squeezing deformation. Results show that during the penetration process of pipe pile, the horizontal displacement distribution of soil along the depth varies with the penetration depth of pile, and the maximum displacement occurs near the depth of the pile tip. Furthermore, the soil under the depth of 6~7d (d is the pile diameter) below pile tip is not affected by the pile penetration. When the pile penetration depth is larger than 8d, the uplift deformation of ground surface caused by the yield failure of the deep soil gradually disappear. After the pile is fully penetrated, the horizontal displacement decreases exponentially as the distance from the pile increases. In addition, as the depth of pre-drilled hole increases, the control effect of pre-drilled hole on soil squeezing deformation becomes more effective. The isolated pile can significantly reduce the horizontal displacement of soil on the back side of the isolated pile, and can transfer the position of soil depth where occures maximum horizontal displacement from near the pile tip to a depth of 0.5L (L is the pile length). The CEL approach is well suited to study the influences of pile penetration on the surrounding soil, and can be widely applied to the researches of geotechnical problems involving the large deformations, such as pile installation and spudcan penetration.
    JIANG Jiaqi, XU Riqing, YU Jianlin, et al
    2021, 49(4):  39-46.  doi:10.12141/j.issn.1000-565X.190937
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    Yield and failure properties on the deviatoric plane for geotechnical engineering materials under three-dimensional stress state are characterized by anisotropy, which can not be reflected by most classical strength criteria. This paper extended the egg-shaped function from the meridional plane to the  plane and proposed the egg-shaped strength criterion for the deviatoric plane. Only 2 parameters α2 and β are required, which represent the curvature of egg-shaped function and the ratio of triaxial tensile strength to triaxial compressive strength, respectively. First of all, the feasibility of the egg-shaped function as yield/failure envelopes of deviatoric plane was mathematically demonstrated. Then the validity of the egg-shaped criterion was then analyzed and discussed combined with the results of several true triaxial tests. The numerical results show that the egg-shaped function can well simulate the strength envelopes with different geometric types depend on the defining parameters. When β is well determined, the egg-shaped function can successfully reproduce the test results as well as some other g(θ) expressions including the SMP criterion. And as α2 approaches 0, the egg-shaped strength envelope tends to be consistent with the SMP criterion. When it approaches 1, the egg-shaped strength envelope tends to be consistent with that of the Mohr-Coulomb criterion.
    YANG Song, LI Wenqiang, HUANG Xu, et al
    2021, 49(4):  47-58,64.  doi:10.12141/j.issn.1000-565X.200358
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    In order to study the influence of convective heat transfer boundary conditions on the temperature field distribution of steel box girder, a numerical simulation approach based on the modified convective heat transfer coefficient was proposed. Firstly, the commercial software Fluent was employed to simulate the wind velocity field of the steel box girder. Secondly, the convective heat transfer coefficient of the steel box girder computed and obtained with the Fluent was modified, and the temperature field distribution of steel box girder under different working conditions was further comparatively studied through finite element software ANSYS. The computation results of wind field on the surface of steel box girder show that compared to the inlet wind velocity, the wind velocities near the exterior surfaces of the steel box girder all decrease in different degree. Specifically, the wind velocities near the upper plate of the leeward side fairing and the bottom plate are reduced by 95.5% and 17.7%, respectively. The results of temperature field of steel box girder indicate that after introducing the modified convective heat transfer coefficient, the temperature differences in the steel box girder increase both vertically and horizontally. The vertically temperature difference will further increase after taking the auxiliary facilities on the bridge deck into the numerical simulation. Bridge deck pavement has little influence on the vertical temperature difference of steel box girder except the delay of the occurrence time of maximum temperature difference by 1 hour. In addition, the diaphragm can reduce the vertical and horizontal temperature differences of the steel box girder, due to its superior thermal conductivity. Therefore, the calculation of the temperature field of steel box girder should not ignore the influence of wind field near the surface of steel box girder, auxiliary facilities of bridge deck and diaphragm plate on the temperature field of steel box girder.
    Physics
    ZHONG Xiaoli, LAI Zhuowei, SONG Hao, et al
    2021, 49(4):  59-64.  doi:10.12141/j.issn.1000-565X.200019
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    The spatial distribution of the localization spectral characteristics at various distances was studied by using the spectral deviation algorithm and the correlation algorithm. The best-match angles at different distances were obtained, and a subjective localization experiment was further carried out to validate the audio effects. Calculation results show that, the spatial distortion of the localization spectral characteristics occurs at different distances, in which the distortion degree increases for decreasing distance and large deviation angle relative to the lateral direction.The further localization experiment shows that the calculated spatial distortions of the localization spectral characteristics lead to audible distortion of sound images, especially at the front and back directions. Meanwhile, compared to the correlation algorithm, the spectral deviation algorithm is more suitable in selecting the best-match angles for different distances in view of localization confusion rate as well as localization accuracy.
    YI Kailing, XIE Bosun, ZHU Jun, et al
    2021, 49(4):  65-73.  doi:10.12141/j.issn.1000-565X.200261
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    In one of our recent work, a signal panning method called “local Ambisonics” for creating vertical virtual source was proposed. It was proved that the local Ambisonics panning can create desired dynamic cue for vertical localization for a subject at the sweet point, and thus local Ambisonics panning is better than the traditional pair wise panning method. In actual listening, however, the translation of subjects head may change the binaural sound pressures and the corresponding localization cues, consequently influence the accuracy and stability of the synthesized virtual sources. In this paper, the influence of subjects head translation on the summing localization cues in local Ambisonics panning was analyzed, and a psychoacoustic experiment on the stability of virtual source localization was conducted. The results indicate that, for the target sound source within the loudspeakers arrangement and an appropriate content of head translation less than 0.20m, the local Ambisonics panning is still able to create appropriate localization cues, and the subjects still can perceive virtual sources in reasonable locations with mean error mostly less than 5°. Hence, local Ambisonics panning exhibits better stability against subjects head translation.
    CHEN Mingdong HAN Guangze
    2021, 49(4):  74-79,89.  doi:10.12141/j.issn.1000-565X.200443
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    Carbon nanotubes (CNTs) is widely used as electromagnetic materials. Study on the calculation of complex permittivity of carbon nanotubes not only can make us understand the characteristics of the dielectric properties of CNTs materials, but also has an important significance for material design. Based on the equivalent transmission line model of CNTs, the connection model of the wall capacitance and quantum capacitance of multi-walled carbon nanotubes (MWCNTs) in the microwave field was established, and the impedance expression of MWCNTs equivalent transmission line was derived. Based on the complex conductivity and the resistance capacitance network model of composite materials, the analytical expression of complex permittivity of MWCNTs composites was established. The complex permittivity of CNTs composites with the tube length of 20μm, the pipe outer diameter of 25nm, 40nm and 70nm respectively ,and the microwave reflection loss of CNTs coating with the pipe outer diameter of 20nm, the tube length of  60μm, 100μm respectively,  and the thickness of 4mm were calculated with this analytical expression at the frequency of 2~18GHz. The calculated results are well agreed with the experimental results in reference. The calculation results also show that the imaginary part of the complex permittivity increases with the increase of the diameter and the length of the CNTs, and the effect of the tube length on the complex permittivity is greater than that of the tube diameter.
    Traffic & Transportation Engineering
    ZHENG Yajing LI Yaohui JIN Wenzhou
    2021, 49(4):  80-89.  doi:10.12141/j.issn.1000-565X.200340
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    An optimization approach for the circulation problem of EMUs in high-speed railway was proposed. It optimizes the circulation plan of EMUs to minimize the number of EMUs under the constraints of EMUs maintenance,empty return, and reconnection. Firstly, the basic 24-hour railway timetable of China was augmented by seamlessly splicing two single-day railway timetable so as to form an augmented railway timetable that runs on a 48-hour cycle. Then based on the augmented timetable, the EMU connection network was constructed and a linear integer programming model was put forward as the EMU train flow model. Lastly, a model was built through OPL language and the railway timetable data was entered into it, calling CPLEX solver found a solution to it. The results show that the optimization method proposed in this paper can solve the problem of EMU circulation successfully.
    FU Guozhi, WEI Jincheng, ZHAO Yanqing, et al
    2021, 49(4):  90-96.  doi:10.12141/j.issn.1000-565X.200325
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    The dynamic deflection was calculated with the spectral element method, and the results were compared with the static deflection that was obtained from the layered elastic theory. The acceptance deflections of 5 engineering sections were computed using dynamic, static methods and the specification method of JTG D50—2017, respectively, and the results were compared with the field measured deflections. The results show that under the effect of falling weight deflectometer (FWD) load, the static deflections of pavement structures are greater than the dynamic deflections; the gap between the dynamic and static deflections increases with the increase of asphalt layer thickness, the decrease of subgrade modulus and the increase of distances between the sensors and the loading center, and asphalt pavements dynamic effects are more obvious. The ignorance of the effects of FWD load will lead to a larger acceptance deflection. The static acceptance deflection can be nearly 4 times of the measured deflection, which extends the acceptance criteria to a certain extent. While the dynamic deflection is only about 1.5 times of the measured deflection, and the dynamic method can more effectively control the pavement construction quality. The adjustment coefficient of the subgrade modulus in JTG D50—2017 unexpectedly increases the differences between the theoretical and measured deflections, so its validity remains to be discussed.
    XIE Jiehui, NIU Fujun, PENG Zhiyu, et al
    2021, 49(4):  97-107.  doi:10.12141/j.issn.1000-565X.200478
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    Coastal expressways usually show a certain degree of differential settlement resulted from under-consolidated soft soil, eroding sea salt and excavated fish pond and other factors, which has caused serious safety hazards to high-speed vehicles. To explore the deformation law in soft soil subgrade, the relationship among the surface settlement, horizontal lateral displacement and subgrade cracks was analyzed. Based on the measured settlement data, two variable-weight combination forecasting models on the basis of the reciprocal value in square sum and absolute value of error were established. The engineering examples shows that when the cumulative surface settlement difference was larger than or equal to 60mm and the horizontal cumulative displacement was larger than or equal to 30mm, respectively, the reflective cracks are likely to appear on the soft soil subgrade. Moreover, the variable-weight combination forecasting model by using statistical principles to reasonably allocate the forecast errors from the four growth curve models has better fitting effect and robustness than the single forecasting model. And it can meet the actual engineering requirements and provide a practical and effective method for the post-construction settlement prediction in the soft soil subgrade of coastal expressway.
    HU Jiawei, MAO Jun, XI Yanhong, et al
    2021, 49(4):  108-116,123.  doi:10.12141/j.issn.1000-565X.200601
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    Thermal conductivity of surrounding rock is an often neglected and significant factor that affects the fire characteristics of tunnel. To study the influence of thermal conductivity of tunnel on the fire smoke spreading process in near-wall area of tunnel ceiling, the temperature distribution and smoke layer characteristics in the vertical direction beneath heat-conducting ceilings and adiabatic tunnel ceilings were analyzed by means of numerical simulation and full-scale experiment. The results show that when the smoke spreads along the longitudinal direction, the height of maximum temperature rise near wall under the heat-conducting ceiling within 100m downstream of the fire source is similar to that of the “temperature boundary layer”. The maximum value of the ratio between the maximum temperature rise position and the tunnel height under heat conduction condition is 0.04, which is higher than that under adiabatic condition(0.03), and the position of the maximum temperature is farther away from the fire source. Under adiabatic condition, the temperature distribution in the vertical direction beneath the tunnel ceilings is mainly affected by heat convection caused by the high temperature flue gas entrainment of lower layer air. When the heat release rate is less than 20MW, the longitudinal temperature attenuation of smoke beneath ceiling contact surface can be expressed as a dimensionless fire power in the form of exponential decay to the power of one third of the dimensionless distance. Additionally, after the temperature boundary layer effect of the ceiling near the wall surface occurs, the smoke temperature of the surface decreases along the longitudinal direction in an exponential form related to the fire power. The influence of the heat transfer loss between the smoke and the wall on the ceiling jet temperature distribution is less than that of the entrainment in the adiabatic condition, and the heat loss also decreases along the longitudinal direction in an exponential form.
    KANG Cheng, LI Wenhui, WANG Zhaohui, et al
    2021, 49(4):  117-123.  doi:10.12141/j.issn.1000-565X.200351
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    The study aims to investigate the effect of color temperature of tunnel LED light source on pupil diameter, variation ratio of pupil area and reaction time during the dark adaptation through visual performance experiments. Results show that the process of dark adaptation can be divided into two stages, namely, the early stage and the middle-late stage. The early stage lasts about 2s, during which the variation ratio of pupil area exceeds 70% frequently and the blinking frequency rises up to 1.7times/s. The middle-late stage lasts about 20s, during which the variation ratio of pupil area remains in the range of ±4% and blinking frequency returns to normal level. The higher color temperature of LED light source is, the smaller pupil area, lower visual load and faster reaction time is during the early stage. Intermediate color temperature gives rise to a relatively higher visual performance during the middle-late stage. Accordingly, the recommended color temperature of LED light source in threshold zone and transition zone was proposed.
    JIA Ruo, DAI Shenghong, HUANG Ni, et al
    2021, 49(4):  124-139.  doi:10.12141/j.issn.1000-565X.180463
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    Traffic congestion is the most frequent, wide-ranging and influential problem among all the traffic problems. The key to this problem is to identify and analyze traffic congestion. This paper reviewed the methods of traffic congestion identification from the perspectives of traditional traffic flow theory and machine learning. Traditional traffic flow theory adopts models such as indicators, MFD, cellular automata, CTM and dual-flow models, using the theory of physics and mathematics to describe the traffic behavior characteristics. The models are reasonable and simple, with clear physical meaning and also with many restrictions. The probabilistic graphical model and machine learning model are practical and not constrained by fixed structures. This paper discussed the research ideas, solutions and existing problems of different congestion identification methods by combining the specific model methods. It summarized the existing traditional traffic flow theory methods and machine learning methods, and pointed out the future development direction.

    YU Lijun
    2021, 49(4):  140-148.  doi:10.12141/j.issn.1000-565X.200616
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    A generalized system-optimal(SO)traffic assignment model with link capacity constraints and and general polynomial link impedance functions was proposed to define optimal traffic assignment. The study extended the traditional convex SO model to general cases. The nonconvexity of many general system-optimal traffic assignment problems makes it difficult to obatin the global optimum through traditional optimization methods. To this end, this paper proposed the Moment Semidefinite Programming (MSDP) relaxation technique which can get the global optimum for general system optimal traffic assignment problems. Two numerical examples were used to illustrate the proposed model and solution method. Numerical results show that the MSDP method can solve the classical convex SO traffic assignment problem directly, and can also deal with the general system optimal traffic assignment with link capacity constraints and general polynomial link impedance functions.
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