4.7 Article

Strength and filtration stability of cement grouts in porous media

Journal

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
Volume 89, Issue -, Pages 1-9

Publisher

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.tust.2019.03.015

Keywords

Strength; Filtration; Cement grouts; Porous media; Permeability

Funding

  1. National Basic Research Program of China [2015CB060200]
  2. National Natural Science Foundation of China [41772313]
  3. Fundamental Research Funds for the Central Universities of Central South University [2016zzts093]
  4. Chinese Scholarship Council
  5. University of Newcastle, Australia

Ask authors/readers for more resources

The diffusion of cement-based grouts in porous media is an important issue in soil sealing and grouting effects. To better understand the effects of grouting parameters, including grouting temperature, water-cement ratios and mass fractal dimensions, on the retention of slurry particles, the permeability of injected media, and the strength of cementation under a constant pressure condition, several types of tests, including filtration, permeability and uniaxial compressive strength tests, were performed. The experimental results indicate the following: (1) The retention rate of cement particles decreases sharply with an increase in the distance from the grouting source in the porous media with a higher mass fractal dimension, whereas the retention rate of cement particles decreases slowly with increasing diffusion distance in the porous media with a lower mass fractal dimension. (2) Within a certain distance, the retention of cement particles at a lower temperature is slightly higher than that at a higher temperature. Beyond this critical distance, the retention of cement particles at a lower temperature is generally lower than that at a higher temperature. (3) Regardless of the cement slurry, the damage is not uniform in the injected porous media. (4) The compressive strength of the porous media with a higher fractal dimension at the test point near the grouting source is higher than that of the media with a lower fractal dimension. However, at the test point far from the grouting source, the compressive strength of the porous media with a lower fractal dimension is greater than that of the media with a higher fractal dimension.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

Article Mechanics

Step-variable-order fractional viscoelastic-viscoinertial constitutive model and experimental verification of cemented backfill

Yiming Wang, Yiying Feng, Hai Pu, Qian Yin, Dan Ma, Jiangyu Wu

Summary: This study focuses on the order of a fractional dashpot with 1 < beta < 2, which has the tangible physical meaning of a viscoinertial element. It presents the unique advantages of the creep constitutive model based on fractional calculus in describing creep characteristics and extends the theoretical content of the fractional dashpot with the viscoinertial element (1 < beta < 2).

ACTA MECHANICA (2023)

Article Engineering, Geological

Energy Evolution Characteristics and Weak Structure-Energy Flow Impact Damaged Mechanism of Deep-Bedded Sandstone

Zhixiang Song, Junwen Zhang, Shanyong Wang, Xukai Dong, Yang Zhang

Summary: This study investigates the energy evolution characteristics and failure mechanism of deep-bedded sandstone under different loading conditions. The results show that the decay rate of peak strength is significant under certain stress paths. The failure degree under three-stage loading and unloading condition is relatively weak, while the failure degree under conventional loading condition is medium and strong. There is a significant linear relationship among peak elastic energy, peak strength, and peak strain. The accumulated energy in high stress concentration zones continuously impacts low state gradient zones, leading to the expansion and connection of the weakest structural plane and ultimately resulting in failure.

ROCK MECHANICS AND ROCK ENGINEERING (2023)

Article Construction & Building Technology

Study of the effect of seismic performance measures on a metro station structure in liquefiable soil

Yiliang Yu, Xiaohua Bao, Xiangsheng Chen, Jun Shen, Shanyong Wang, Hongzhi Cui

Summary: In this study, a method for enhancing the resilience of a soil-structure system subjected to earthquakes was proposed. The combination of clay replacement and a unilateral drainage diaphragm wall significantly reduced the floating displacement, restrained additional internal forces, and improved the seismic resilience of the underground structure.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2023)

Article Engineering, Geological

Seismic response and deformation mechanism of near-fault deep tunnels in a strong earthquake area

Cong Zhang, Zhende Zhu, Shanyong Wang, Chong Shi, Wangyang Li

Summary: This study investigates the seismic failure mechanism of fault-crossing deep tunnels in strong earthquake areas through shaking table tests and numerical simulation tests. The results show that the fault dip has a significant amplification effect on peak acceleration, peak strain, and peak displacement. The fault width and relative distance also amplify parameters such as peak strain and peak acceleration. This research provides guidance for stability analysis and safety assessment of deep underground tunnels in strong earthquake areas.

ACTA GEOTECHNICA (2023)

Article Engineering, Geological

Failure behaviors of granitic rocks induced by point/local loads under biaxial compression stress state

Kun Du, Ruiyang Bi, Yu Sun, Chengzhi Yang, Shanyong Wang, Guichen Li, Shaofeng Wang

Summary: This study reveals the failure mechanism of rocks under the combined effects of biaxial static stress and dynamic fatigue loads through a series of tests. The biaxial compressive strength of granite increases monotonically with the increase of the intermediate principal stress. The fatigue life of granite is shorter than that in traditional full-section fatigue tests and it increases with the increase of the intermediate principal stress. The failure of rocks under biaxial confinements induced by point/local static or fatigue loads is mainly due to tensile cracks.

ACTA GEOTECHNICA (2023)

Article Engineering, Geological

Experimental study of the improvement of surrounding soils due to the grouting with a geotextile

Sheng Zhang, Wei Liu, Xinyu Ye, Yu Li, Yifan Shi, Shanyong Wang

Summary: By grouting with a geotextile in an anchor support system, the strength of surrounding soils can be improved, leading to an increase in pull-out force of anchors. A series of filtration and penetration tests were conducted to investigate the improvement of surrounding soils, and microscopic tests were carried out to observe the soil structure before and after grouting. The main conclusions are: (1) The strength of surrounding soils is improved through compaction and slurry infiltration, but the improvement decreases with increased initial degree of compaction. (2) Increasing initial water content reduces the improvement in soil strength due to decreased compaction effect and cohesive substances infiltration, and the infiltrated water during grouting also negatively affects the soil strength improvement. (3) Grouting with a geotextile can improve soil strength regardless of soil type, especially for sandy soils, although the efficiency of slurry infiltration varies. (4) The filtration of geotextile forms a hardened layer at the grout-soil interface, which is beneficial for applications such as capsule-type anchors.

ACTA GEOTECHNICA (2023)

Article Mining & Mineral Processing

Characterization and evaluation of brittleness of deep bedded sandstone from the perspective of the whole life-cycle evolution process

Zhixiang Song, Junwen Zhang, Yang Zhang, Xukai Dong, Shanyong Wang

Summary: A three-stage triaxial loading and unloading stress path was designed and proposed to determine and evaluate the brittleness of deep bedded sandstone. Six brittleness indices were selected and analyzed based on the bedding effect and the effect of confining pressure. The entropy weight method was used to assign weight to the indices and a comprehensive brittleness index Bc was defined and evaluated. The proposed method offers reliable evaluations of the brittleness of deep bedded sandstone in deep engineering practices.

INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY (2023)

Article Engineering, Geological

The primary influence of shear band evolution on the slope bearing capacity

Lanting Wei, Qiang Xu, Shanyong Wang, Xu Ji

Summary: This paper investigates the influence of slip surface evolution on slope bearing capacity through laboratory model tests using the transparent soil technique. The shear band evolution under different weak planes, loading conditions, and slope geometries is presented and analyzed. The research shows that the morphology of slip surfaces is strongly related to slope bearing capacity, and factors like pre-existing weak planes, loading conditions, and slope geometry have a significant impact on the process of shear band evolution.

JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING (2023)

Article Energy & Fuels

Theoretical considerations of field penetration index model and its application in TBM performance prediction

Shangxin Feng, Shanyong Wang

Summary: This study aims to establish a theoretical Field Penetration Index (FPI) model for Tunnel Boring Machines (TBM) by analyzing the tool-rock interaction of disc cutters. Through comparison with the polycrystalline diamond compact (PDC) bit, it was found that they have similar rock breakage mechanisms and force equilibrium. Cutting tests on granite, marble, and limestone were conducted to determine the relationship between rotary torque and applied thrust. Based on the test results and tool-rock interaction features, a theoretical FPI model of the disc cutter was derived and verified using field TBM performance data.

GEOMECHANICS AND GEOPHYSICS FOR GEO-ENERGY AND GEO-RESOURCES (2023)

Article Computer Science, Interdisciplinary Applications

Behavior of laterally loaded cast-in-place (CIP) piles with double steel casings embedded in bare hard rock in deep water areas

Xu Chang, Bofu Gu, Shuren Wang, Shanyong Wang

Summary: Difficulties encountered during installation of cast-in-place piles in deep water bare hard rock include the installment of steel casing and mud leakage during drilling. A novel CIP pile with double steel casings (CIPDSC) was proposed and compared with a CIP pile with one steel casing (CIPASC) through numerical study. The load-displacement curves of the CIPDSC were characterized by five points of debonding, yielding, and compressive yielding of the inner and outer steel casings.

COMPUTERS AND GEOTECHNICS (2023)

Article Engineering, Civil

CBR of stabilized and reinforced residual soils using experimental, numerical, and machine-learning approaches

Sakina Tamassoki, Nik Norsyahariati Nik Daud, Shanyong Wang, Mohammad Jawed Roshan

Summary: This research used coir fiber and activated carbon as additives and waste materials, and lime as a binder to improve the properties of two residual soils. The Finite Element Model (FEM) and random forest (RF) model were employed to predict the California Bearing Ratio (CBR) value, and the results showed that the combination of lime, activated carbon, and coir fiber significantly improved the CBR value in both soils.

TRANSPORTATION GEOTECHNICS (2023)

Article Engineering, Marine

Investigation on Bearing Characteristics of Gravity Wharf Rubble-Mound Foundation in Different Influencing Factors

Cong Zhang, Zhende Zhu, Lun Dai, Shanyong Wang, Chong Shi, Duan Zhu

Summary: The use of the heavy hammer compaction method improves the bearing characteristics of underwater rubble-mound foundations, ensuring safety and stability in port and coastal engineering projects. This study combines image-recognition technology, 3D laser scanning technology, discrete element numerical simulation, and field testing to analyze the effects of various factors on the bearing characteristics of rubble-mound foundations. The main conclusions are: (1) The load-settlement curve of the foundation has three stages: rapid growth, slow growth, and failure. (2) The ultimate bearing capacity of the foundation is positively correlated with vibration time and amplitude, while riprap particle size and foundation thickness have minimal effects. (3) Settlement increases with increasing compactness when adjusting vibration time, amplitude, and foundation thickness, while factors like riprap particle size, gradation, and vibration frequency have less significant effects on compactness and settlement.

JOURNAL OF MARINE SCIENCE AND ENGINEERING (2023)

Article Metallurgy & Metallurgical Engineering

Brazil splitting characteristics of coal-backfilling composite structure with different interface angles: Insights from laboratory experiment and numerical simulation

Shi Xu-dong, Feng Guo-rui, Bai Jin-wen, Chun Zhu, Wang Shan-yong, Wang Kai, Cui Bo-qiang, Song Cheng

Summary: The failure patterns and load-AE-DIC response of coal-backfilling (CB) composite structures were investigated through Brazilian splitting tests. The numerical simulations showed that with an increase of interface angle, the failure shifted from Type I to Type I-II pattern, then turned into Type III, and finally became Type II pattern.

JOURNAL OF CENTRAL SOUTH UNIVERSITY (2023)

Article Construction & Building Technology

Improvement of cemented rockfill by premixing low-alkalinity activator and fly ash for recycling gangue and partially replacing cement

Jiangyu Wu, Hong S. Wong, Hao Zhang, Qian Yin, Hongwen Jing, Dan Ma

Summary: This study explores a method of strengthening cemented rockfill by using well-graded gangue and partially replacing Portland cement with fly ash and a premixed low-alkalinity activator. The research investigated the effects of activator dosage and curing time on the mechanical properties, composition, and microstructure of cemented rockfill. Results show improved performance with low cement content and the use of a low-cost activator. The addition of premixed activator to fly ash enhanced the formation of specific minerals and caused densification of the microstructure. The study reveals an effective and low-cost method for recycling mining wastes and reducing cement.

CEMENT & CONCRETE COMPOSITES (2024)

Article Energy & Fuels

Water-rock two-phase flow model for water inrush and instability of fault rocks during mine tunnelling

Dan Ma, Hongyu Duan, Qiang Li, Jiangyu Wu, Wen Zhong, Zhen Huang

Summary: A radial water-rock mixture flow model was established to study the evolution laws of water inrush and rock instability in mining tunnel construction. Through the model, temporal-spatial evolution laws of different hydraulic and mechanical properties were analyzed, and the model's applicability and limitations were discussed by comparing it with existing models.

INTERNATIONAL JOURNAL OF COAL SCIENCE & TECHNOLOGY (2023)

Article Construction & Building Technology

Experimental and theoretical study on longitudinal deformation and internal force of shield tunnel under surcharge

Zhi Ding, Xiao Zhang, Shao-Heng He, Yong-Jie Qi, Cun-Gang Lin

Summary: This study investigates the longitudinal behavior of a shield tunnel by designing and constructing a reduced-size indoor model. The results show that the longitudinal settlement of the tunnel follows a normal distribution, with the maximum settlement occurring at the central ring and increasing linearly with the applied load. Stress concentration typically occurs on the side of the tunnel waist under surcharge, resulting in transverse elliptical deformation of the entire structure.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Pollutant concentration prediction from traffic data analysis for concrete durability studies in Madrid Calle 30 urban tunnels

Lucia Lopez-de-Abajo, Marcos G. Alberti, Jaime C. Galvez

Summary: Assessing and predicting concrete damage is crucial for infrastructure management. This study quantifies gas concentrations in urban tunnels to achieve this goal.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Deformation analysis and protection measures of existing metro tunnels effected by river channel excavation in soft soils

Chao He, Yinghao Cai, Chenqiang Pu, Shunhua Zhou, Honggui Di, Xiaohui Zhang

Summary: This paper investigates the impact of river channel excavation on adjacent metro tunnels and proposes protective measures based on an engineering project in Fuzhou, China. A three-dimensional finite element model is developed to calculate the displacements and distortion of tunnels under different excavation sequences and soil reinforcement measures. Real-time monitoring confirms that the vertical displacements and diametrical distortion of tunnels are primarily caused by the excavation of the river above the tunnels, while horizontal displacements are induced by the excavation next to the tunnels. The study recommends a combination of cement slurry with a portal form and concrete with a plate form for soil reinforcement and tunnel protection.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

An AI-powered approach to improving tunnel blast performance considering geological conditions

Yaosheng Liu, Ang Li, Feng Dai, Ruochen Jiang, Yi Liu, Rui Chen

Summary: In this study, a hybrid model based on a multilayer perceptron (MLP) and meta-heuristic algorithms was developed to improve blast performance during tunnel excavation. Precise prediction of post-blasting indicators was important for optimization, and a comparison of meta-heuristic algorithms was conducted to find the most suitable model. The results showed that the developed model effectively reduces overbreak areas and quantitatively analyzes the influence of geological conditions.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Prediction of the slurry pressure and inversion of formation characteristics based on a machine learning algorithm during tunnelling in a fault fracture zone

Xiang Shen, Yifan Chen, Liqiang Cao, Xiangsheng Chen, Yanbin Fu, Chengyu Hong

Summary: In this paper, a machine learning-based method for predicting the slurry pressure in shield tunnel construction is proposed. By considering the influence of fault fracture zones and setting the formation influence coefficient, the accuracy of the prediction is significantly improved.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Real-time laser scanning for conditioned coarse-grained soil monitoring on conveyor belt in earth pressure balance shield

Shuying Wang, Zihao Zhou, Xiangcou Zheng, Jiazheng Zhong, Tengyue Zheng, Changhao Qi

Summary: A real-time assessment and monitoring approach based on laser scanning technology and point cloud data analysis was proposed to address the hysteresis in assessing the workability of conditioned soils and the inefficiency in estimating the soil volume flow rate in tunnelling practice. The approach was successfully applied in identifying the workability of conditioned soil and its discharge rate in the EPB shield tunnelling project.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Gradient optimization method for tunnel resistivity and chargeability joint inversion based on deep learning

Peng Jiang, Benchao Liu, Yuting Tang, Zhengyu Liu, Yonghao Pang

Summary: This study introduces a novel deep learning-based electrical method that jointly inverses resistivity and chargeability to estimate water-bearing structures and water volume. Compared with traditional linear inversion methods, the proposed method demonstrates superiority in locating and delineating anomalous bodies, reducing solution multiplicity.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Failure mechanism and deformation forecasting of surrounding rock mass in an underground cavern based on engineering analogy method

Haoyu Mao, Nuwen Xu, Zhong Zhou, Chun Sha, Peiwei Xiao, Biao Li

Summary: The study focuses on the delineation of rock mass damage zones and stability analysis of underground powerhouse in Lianghekou hydropower station. ESG monitoring system is used to monitor the inner micro-fracture activity of surrounding rock mass in real-time. Engineering analogy method is adopted to forecast the deformation period of surrounding rock mass and analyze the variation characteristics of seismic source parameters. The research results provide references for similar deep underground excavation engineering in terms of design and construction.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Influence spatial behavior of surface cracks and prospects for prevention methods in shallow loess tunnels in China

Junling Qiu, Dedi Liu, Kai Zhao, Jinxing Lai, Xiuling Wang, Zhichao Wang, Tong Liu

Summary: This study focuses on the construction surface cracks of large cross-section tunnels in loess strata of China. The mechanism of surface crack formation is analyzed, and factors such as settlement deformation, construction scheme, and surrounding soil environment are identified as the main contributors. Numerical simulations were conducted to gain a deeper understanding of the influence of factors on surface cracks in loess tunnel construction. Specific measures for prevention and treatment of construction surface cracks are proposed to provide new ideas for surface crack control in loess tunnels.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Understanding the traffic flow in different types of freeway tunnels based on car-following behaviors analysis

Ting Shang, Jiaxin Lu, Ying Luo, Song Wang, Zhengyu He, Aobo Wang

Summary: The study reveals significant variations in car-following behavior across different types of tunnels and consecutive sections of the same tunnel. As tunnel length increases, the driving stability of following vehicles decreases, but the level of driving safety risk is not positively correlated with tunnel length. Significant vehicle trajectory oscillation is observed within the inner sections of long and extra-long tunnels, and a significant relationship between the acceleration of following vehicles and the location within the tunnel section is found.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Post-occupancy evaluation of user satisfaction: Case studies of 10 urban underground complexes in China

Rusi Zeng, Zhongwei Shen, Jun Luo

Summary: The urban underground complexes (UUCs) in China have been effective in solving urban problems, but users have expressed dissatisfaction with the internal physical environment. Personal characteristics and environmental factors play significant roles in determining users' satisfaction.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Analysis and prediction of small-diameter TBM performance in hard rock conditions

Gabriel Lehmann, Heiko Kaeling, Sebastian Hoch, Kurosch Thuro

Summary: Analysing and predicting the advance rate of a tunnel boring machine (TBM) in hard rock is important for tunnelling projects. This study focuses on small-diameter TBMs and their unique characteristics, such as insufficient geotechnical information and special machine designs. A database of 37 projects with 70 geotechnically homogeneous areas is compiled to investigate the performance of small-diameter TBMs. The analysis shows that segment lining TBMs have higher penetration rates, and new approaches for the penetration prediction of pipe jacking machines in hard rock are proposed.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Development and evaluation of an immersive VR-CFD-Based tool for dust exposure mitigation in underground tunnelling operations

Ting Ren, Ming Qiao, Jon Roberts, Jennifer Hines, Yang-Wai Chow, Wei Zong, Adrian Sugden, Mark Shepherd, Matthew Farrelly, Gareth Kennedy, Faisal Hai, Willy Susilo

Summary: Long-term exposure to coal and silica dust during underground tunnelling operations is a growing concern. To bridge the gap between knowledge in dust exposure monitoring and frontline workers, a virtual reality educational tool was developed to visualize ventilation and dust flow characteristics. This tool allows workers to better understand decision-making and best practices for dust controls.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Metro systems: Construction, operation and impacts

Dong Lin, Zhipeng Zhou, Miaocheng Weng, Wout Broere, Jianqiang Cui

Summary: Metro systems play a vital role in the transportation, economic, environmental and social aspects of cities. The uncertainties in construction, passenger comfort and safety, as well as efficiency and reliability of the metro system, have been widely studied. Metro systems influence urban development and have a positive impact on housing prices, public health, and environmental quality. Further research is needed to fill the research gaps and make recommendations for future studies.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)

Article Construction & Building Technology

Elastoplastic coupling analysis of surrounding rock-prestressed yielding anchor bolts/cables based on unified strength theory

Wei Yu, Bo Wang, Xin Zi, Jie Dong

Summary: In this study, a whole-process analytical theory for the coupled deformation of deep circular tunnel surrounding rock and prestressed yielding anchor bolt (cable) system is derived and validated through numerical simulations. The results show that anchor bolts (cables) can significantly reduce the convergence of surrounding rock, and factors such as support timing and anchor cable length have important effects on the support effectiveness.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2024)