Volume 47,Issue 10,2024 Table of Contents

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  • 1  Research progress on mechanisms and prevention of water-induced deterioration of grotto rock mass in China
    DIAO Hanting ZHANG Wengang WANG Luqi WANG Shuo WANG Chenglong ZHANG Kaiqiang LIN Sicheng
    2024, 47(10):1-24. DOI: 10.11835/j.issn.1000-582X.2024.10.001
    [Abstract](209) [HTML](38) [PDF 6.89 M](130)
    Abstract:
    Grottoes in China face a wide range of diseases, with water-induced deterioration being a key issue in their conservation. In order to better carry out the grotto protection work, the water-related problems in the grottoes have been sorted out in detail. This study identifies the primary water sources in grottoes, including rainfall, groundwater and condensate, and explores the water-induced diseases such as cracking, water erosion, weathering, biological damage, and material degradation and structural destabilization of grotto rocks caused by water as an intermediate or final medium. Finally, preventive measures against rainwater, groundwater and condensate are outlined to improve conservation efforts and provide theoretical references for grotto protection.
    2  Properties of multi-scale fiber reinforced restoration materials for Leshan Giant Buddha
    WANG Yi ZHANG Hongbin YANG Tianyu WANG Jinhua
    2024, 47(10):25-36. DOI: 10.11835/j.issn.1000.582X.2024.10.002
    [Abstract](159) [HTML](20) [PDF 4.74 M](84)
    Abstract:
    Mixed hammered ash, with both hydraulic and air hardening properties, was used in restoring Leshan Giant Buddha. To solve the problems of cracking and peeling in the Buddha’s head and face caused by environmental factors, hemp fiber (HF) and calcium carbonate whisker fiber (CWF) were added to enhance the material. Results show that HF outperforms CWF in improving flexural strength, while adding CWF effectively enhances toughness and tensile strength. The combination of the two achieves a comprehensive strengthening effect. After 28 days of curing, composite specimens show a 35.73% increase in flexural strength and 20.88% in tensile strength, outperforming single-doped groups and showing better water and acid resistance. This multi-scale fiber composite method achieves a comprehensive improvement in material strength and weather resistance.
    3  Experiments on permeability characteristics of grotto sandstone after temperature cycling
    WANG Chenglong JIANG Siwei ZHANG Wengang CHEN Pengju LIU Dongsheng GUO Yachen
    2024, 47(10):37-45. DOI: 10.11835/j.issn.1000.582X.2024.10.003
    [Abstract](177) [HTML](20) [PDF 1.93 M](106)
    Abstract:
    The rock mass of grotto temples, exposed year round, is influenced by natural factors, especially temperature fluctuations and water seepage, which change the rock’s physical properties. This paper investigates the permeability characteristics of Dazu grotto sandstone(Chongqing) after multiple heating-cooling cycles. Permeability tests are conducted under various conditions, such as cycle frequency, high temperature exposure durations, and cooling methods. Results show that sandstone permeability increases with heating-cooling cycles, influenced by the number of cycles and cooling methods. High permeability pressure also reduces sandstone’s compressive strength compared to low permeability pressure.
    4  Refinement modeling and stability analysis of stone cultural relics based on bilateral filtering
    ZHANG Lixiang ZOU Hongyu HANG Lei ZHANG Jingke LIU Jianhui LI Li CHEN Huili HAN Xiulan
    2024, 47(10):46-60. DOI: 10.11835/j.issn.1000.582X.2024.10.004
    [Abstract](160) [HTML](14) [PDF 6.44 M](99)
    Abstract:
    The long-term stability of stone cultural relics is a key concern in their preservation. This study focuses on the Bodhisattva statue in front of the reclining Buddha carved on Dazu Rock Carvings. Using bilateral filtering algorithm, the point cloud data from a 3D laser scanner were processed in the PCL platform to remove noise, preserving the surface details of the cultural relics. A refined 3D model of the Bodhisattva statue, including its fissure structure, was established. The statue’s stability was analyzed using the strength reduction method with FLAC3D software. The findings include: 1) The denoising method resultes in an average deviation of -5.0 mm to 4.0 mm and a standard value of 1.1 mm, which completely retained the artifact’s surface characteristics. 2) Under gravity load, the statue’s neck compressed while the top stretched, with cracks in the head redistributing internal stress, and the peak tensile stress moving from the top to the crack end. 3) The statue’s head displacement correlates positively with the reduction coefficient, sharply increasing at 1.28, indicating a tendency to tip. 4) The failure surface extends along the crack and neck into the relic’s interior, with the plastic zone and maximum shear strain increment forming a parabola through the two regions. This method offers insights for analyzing the stability of small stone artifacts with complex geometries.
    5  Beishan Cave 168 roof reinforcement project and construction process tracking monitoring analysis
    LIU Keyuan JIANG Siwei FENG Taibin CHEN Huili WEN Jiasong TAO Zhigang
    2024, 47(10):61-85. DOI: 10.11835/j.issn.1000.582X.2024.10.005
    [Abstract](145) [HTML](18) [PDF 16.79 M](62)
    Abstract:
    After more than 1 000 years of unloading effects, the roof of Beishan Cave 168 at Dazu Rock Carvings is riddled with intersecting cracks, posing significant structural stability problems. At present, the cave roof is temporarily supported by materials like steel plates and pipes, but cracks continue to spread, and the steel plates are severely corroded, leaving the cave at risk of instability and collapse. Emergency reinforcement and protection are urgently needed. Due to the cultural importance of the site, the reinforcement process must minimize disturbance, necessitating continuous monitoring throughout construction. This paper uses numerical simulation to analyze the deformation mechanism under existing support conditions, guiding the placement of monitoring points. Monitoring data from the entire construction process are analyzed to evaluate the engineering treatment. The results provide valuable insights for monitoring and protecting similar structured grotto roofs.
    6  Mechanism of deterioration in open-air stone cultural relics due to salt erosion in humid environments
    ZHANG Liangshuai WANG Rou JIA Yiming CHEN Jiachang CUI Xinzhan YE Lin LIU Yuanjian YANG Yang NIU Yingbin
    2024, 47(10):86-98. DOI: 10.11835/j.issn.1000.582X.2024.10.006
    [Abstract](142) [HTML](20) [PDF 9.84 M](253)
    Abstract:
    To study the deterioration mechanism of open-air stone cultural relics in humid environments caused by soluble salt erosion, the cliff carvings of Shifosi in Chongqing were examined. Multiple analytical techniques, such as scanning electron microscope energy dispersive spectroscopy, X-ray diffraction, X-ray fluorescence, ion chromatography, and infrared thermal imaging, were employed to characterize surface deterioration and soluble salt types. Moreover, the study analyzed the effect of soluble salts on cave temples in humid environments, providing a scientific basis for preserving stone cultural relics.
    7  Grading evaluation method of water seepage disease of stone cultural relics
    WANG Junxia REN Weizhong
    2024, 47(10):99-109. DOI: 10.11835/j.issn.1000.582X.2024.10.007
    [Abstract](175) [HTML](16) [PDF 2.82 M](85)
    Abstract:
    This study addresses various types of water seepage diseases affecting the Dazu Beishan Rock Carvings in Chongqing, proposing grading evaluation methods and criteria for these water-related diseases. Utilizing the cubic law of flow-equivalent opening, critical conditions for grading drip/flow water diseases under different hydraulic gradients were established. The content and film thickness of bound water in the purple-red and gray-white sandstones of Dazu were evaluated by means of thermo-gravimetric analysis, leading to the formulation of immersion disease grading based on immersed area. Hygroscopic dynamic characteristics of the sandstones were examined under varying relative humidity(RH) through hygroscopic testing, and water diffusion coefficients were calculated based on Fick’s law. Wall hanging water disease conditions were defined, and grading standards taking into account contact angle were proposed. Additionally, the CIE-L*a*b* chromaticity coordinates of the sandstones from Dazu were measured in both dry and wet states, establishing wet/humid disease grading criteria based on the color difference value ΔEn corresponding to different saturation levels(water content).
    8  Assessment of the thermal response to efflorescence damage on the surface of grotto temples using the discrete element method
    ZHONG Huaqiao ZHAO Jiajing YAO Chuanqin ZHANG Dexuan LI Xi
    2024, 47(10):110-119. DOI: 10.11835/j.issn.1000.582X.2024.10.008
    [Abstract](170) [HTML](15) [PDF 4.41 M](81)
    Abstract:
    Grotto temples face extensive damage from natural factors and human activities and salt erosion is a critical issue. Quantifying the damage extent in surface salt efflorescence stage is crucial for subsequent preservation efforts. This study investigates salt efflorescence in the North Grotto Temple in Qingyang City, Gansu Province, employing PFC 2D software to simulate surface salt formation. Active thermal infrared detection is used to examine the relationship between temperature changes and efflorescence thickness. Results indicate that when subjected to identical stimuli, the temperature of sandstone surface is lower than that of saltated surfaces and surface temperature increases as salt efflorescence thickness increases. A power function fitting the normalized temperature-time curves reveales a notable negative linear relationship between the exponent and salt efflorescence thickness. This exponent can serve as a warming index, realizing the quantitative assessment of salt efflorescence damage.
    9  A comprehensive review of the disease analysis and conservation techniques for brick and stone artifacts in humid environments
    LIU Yuanjian HAN Shaokang ZHANG Cheng ZHANG Wengang YANG Yang
    2024, 47(10):120-137. DOI: 10.11835/j.issn.1000.582X.2024.10.009
    [Abstract](165) [HTML](21) [PDF 4.08 M](125)
    Abstract:
    This review summarizes and evaluates the current research status, basic characteristics, disease mechanisms, and protection methods of brick and stone artifacts in humid environments. From prevention to restoration, and then to proper preservation, each step of brick and stone artifacts in humid environments involves interdisciplinary fields, such as geotechnical engineering, materials science, and microbiological engineering. Further research is needed in selecting restoration materials, refining detection techniques, optimizing restoration methods, as well as standardizing conservation approaches to guide professionals in cultural heritage preservation.
    10  Stability of grotto eaves in the Sichuan and Chongqing area
    FENG Xin LIU Chengyu WU Changyu MA Runjie
    2024, 47(10):138-148. DOI: 10.11835/j.issn.1000.582X.2024.10.010
    [Abstract](153) [HTML](15) [PDF 3.29 M](76)
    Abstract:
    The grottoes in the Sichuan and Chongqing area are mainly carved into cliff walls where alternating layers of sandstone and mudstone are exposed. The natural rock eaves in the upper part of the cliffs provide protection for the sculptures in the lower part. To assess the stability of these eaves under natural conditions, this study investigates the stratigraphic characteristics, rock mass structure, dimensions and mechanical parameters of the eaves. With using FLAC3D for calculation and analysis, three main failure modes are identified: cantilever tensile failure, toppling failure and soft foundation crushing failure. The study also identifies the damage characteristics, key factors affecting eaves stability and their effects. A stability evaluation reference table is provided for field investigations and stability evaluation of grottoes eaves in the Sichuan and Chongqing area.
    11  Stability analysis of the occurrence rock mass in Jiuqu Plank Road of Leshan Giant Buddha under tourist load
    BAO Fangwei LIU Chengyu MA Runjie XIE Yongning WU Changyu
    2024, 47(10):149-161. DOI: 10.11835/j.issn.1000.582X.2024.10.011
    [Abstract](149) [HTML](20) [PDF 6.14 M](83)
    Abstract:
    The rugged terrain of Jiuqu Plank Road experiences heavy tourist traffic year-round. To assess the impact of tourist loads on rock mass stability, a refined model was established, using numerical simulations to analyze stress and deformation under static and dynamic loads. The results indicate that when the Jiuqu Plank Road is fully loaded with pedestrians, the rock mass is generally stable, with only partial damage to the surface rock mass. Under static load, the surface rock mass of L1 crack bottom, L15 middle and lower parts, and the Buddha niche at the bottom of the plank road are subjected to tensile failure, and the surface rock mass at the two corners of the middle and lower parts of the plank road, the Buddha foot platform, and the protruding part facing the river are prone to tensile failure. The vibration velocities of the rock mass in the boardwalk under dynamic load all exceed the specification allowable value, and it is prone to fatigue failure under long-term pedestrian dynamic load. The surface rock mass at the protruding corner of the upper part of the plank road may experience instantaneous tensile failure. These findings are essential for monitoring stability and guiding preventive reinforcement efforts.
    12  Hydration behavior and performance of montmorillonite-modified natural hydraulic lime for internal curing
    ZHANG Biao QI Nan GUAN Xuan WANG Wenke SHI Pei HE Jing MA Tao LUO Hongjie ZHU Jianfeng
    2024, 47(10):162-171. DOI: 10.11835/j.issn.1000.582X.2024.10.012
    [Abstract](148) [HTML](16) [PDF 3.24 M](91)
    Abstract:
    Cave temples, a unique type of cultural relics in China, possess extremely important historical, artistic and scientific value. Cracks are the main cause of instability, seepage,weathering and other forms of damage in these structures. Conventional external curing grouts and reinforcement methods are ineffective in addressing shrinkage cracking and insufficient strength caused by water shortages in deep cracks during the later curing stages. This study prepares montmorillonite (MMT)-modified natural hydraulic lime (NHL) for internal curing through a one-step in situ polymerization process and systematically evaluates the hydration behavior and performance of the modified NHL during curing. Results show that the internal curing effect of NHL is optimal at a 2% MMT content. After 7 days of curing, the autogenous shrinkage of the modified sample is only 56.70% of that of the blank sample, demonstrating excellent water retention. Moreover, the compressive strength of the modified NHL after 28 days of curing increased by 22.03% compared with the blank sample. This improvement is attributed to MMT’s ability to continuously release interlayer-adsorbed water under the sample’s internal humidity gradient during the entire curing process, promoting the hydration reaction of NHL, reducing autogenous shrinkage, and improving the internal curing effect. This study provides an important theoretical and practical foundation for the development of internal curing grouts and reinforcement techniques for cracks in cave temples.
    13  Effect of in situ polymerization of AMPS-water absorptive resin modified NHL on the performance of sandstone crack grouting
    LIU Minqi CHAI Yumei LI Yunfeng YAN Hongbin LUO Hongjie ZHU Jianfeng
    2024, 47(10):172-180. DOI: 10.11835/j.issn.1000.582X.2024.10.013
    [Abstract](162) [HTML](20) [PDF 2.34 M](74)
    Abstract:
    Natural hydraulic lime (NHL) is a promising grouting material for stone heritage conservation, but is limited by low strength and high brittleness. 2-acrylamide-2-methylpropanesulfonic acid (AMPS) water-absorbing resin was used to modify NHL through one-step in situ polymerization, and the obtained AMPS/NHL composite material was characterized by XRD, FT-IR and SEM. Isothermal calorimeter was adopted to monitor the hydration heat releases of NHL before and after AMPS water-absorbing resin modification. The mechanical properties (flexural, compressive and bonding strength) of the cured slurry were tested using a universal testing machine. The results indicate that the acicular network structure generated by AMPS in NHL slurry can strengthen the internal connection of the slurry, improve the bonding effect, and significantly enhance the mechanical properties of the slurry. After curing for 28 days, the compressive strength of 3% AMPS modified slurry increased by 60.7 % to 5.37 MPa, with increase of 12.8 % and 32.5 % in bonding and bending strength, respectively.
    14  Dynamic response mechanism of radar wave propagation characteristics to fracture seepage in sandstone
    AN Yafei FENG Xuan DONG Zejun ZHOU Haoqiu ZHANG Minghe YANG Jiarun ZHANG Yinghao
    2024, 47(10):181-190. DOI: 10.11835/j.issn.1000.582X.2024.10.014
    [Abstract](118) [HTML](20) [PDF 2.62 M](218)
    Abstract:
    Fracture-related deterioration is common in grottoe temple rock masses, with water seepage exacerbating the issue, complicating cultural relic preservation. This study explores the dynamic response mechanism of radar wave propagation to fracture seepage in sandstone. Firstly, a transient model, based on physical parameters and Richards equation, is established. Then, the finite difference time domain method is used to numerically simulate the fractured seepage in sandstone with ground-penetrating radar(GPR). Finally, Hilbert transform is used to extract the instantaneous attributes and analyze the radar wave field responses under different seepage durations. Simulation of sandstone fracture seepage reveals that fracture seepage increases the dielectric constant of seepage area, enhances radar wave scattering in this area, and causes the instantaneous amplitude of the radar wave scattering to increase with the increase of water saturation. The reselts provide an important theoretical support for GPR in detecting micro-seepage fractures in sandstone.
    15  Machine-learning-based thermal infrared recognition of fractures in grotto roofs
    LI Changbo BAO Han LAN Hengxing LI Li CHEN Weichang LIU Changqing LYU Hongtao
    2024, 47(10):191-204. DOI: 10.11835/j.issn.1000.582X.2024.10.015
    [Abstract](175) [HTML](19) [PDF 6.21 M](91)
    Abstract:
    The cracks developed in the layered rock mass of grotto roofs intersect with each other, which can easily cause instability and failure of the cave rock mass. Rapid and precise fracture identification is crucial for grotto protection. To meet the need for non-contact, precise fracture measurement, this study integrates thermal infrared detection technology with an improved UNet network model to extract binary maps of roof fracture networks. Clustering algorithms are employed for segmentation and recognition, achieving a Dice coefficients of 71.63% and a detection speed of 0.84 frames/s. The method exhibits high extraction efficiency, accuracy, good applicability of thermal infrared images and resilience against artificial structure influence. Applied to the roof of Anyue Yuanjue Grotto, this method successfully identified 153 fractures and reveals dominant fracture trends at NW327° and NE55°, outperforming other measurement techniques.

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