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Articles 1 - 30 of 126
Full-Text Articles in Engineering
Research On The Mechanical Characteristics Of Granite Failure Process Under True Triaxial Stress Path, Jie Liu, Li-Ming Zhang, Yu Cong, Zai-Quan Wang
Research On The Mechanical Characteristics Of Granite Failure Process Under True Triaxial Stress Path, Jie Liu, Li-Ming Zhang, Yu Cong, Zai-Quan Wang
Rock and Soil Mechanics
No abstract provided.
Long-Term Creep Law And Constitutive Model Of Extremely Soft Coal Rock Subjected To Single-Stage Load, Xing-Kai Wang, Cai-Chu Xia, Zhe-Ming Zhu, Wen-Bing Xie, Lei-Bo Song, Guan-Sheng Han
Long-Term Creep Law And Constitutive Model Of Extremely Soft Coal Rock Subjected To Single-Stage Load, Xing-Kai Wang, Cai-Chu Xia, Zhe-Ming Zhu, Wen-Bing Xie, Lei-Bo Song, Guan-Sheng Han
Rock and Soil Mechanics
No abstract provided.
Influencing Factors And Mechanism Analysis Of Strength Development Of Geopolymer Stabilized Sludge, Heng-Yu Zhou, Xiu-Shan Wang, Xing-Xing Hu, Zhi-Qi Xiong, Xiao-Yuan Zhang
Influencing Factors And Mechanism Analysis Of Strength Development Of Geopolymer Stabilized Sludge, Heng-Yu Zhou, Xiu-Shan Wang, Xing-Xing Hu, Zhi-Qi Xiong, Xiao-Yuan Zhang
Rock and Soil Mechanics
No abstract provided.
Experimental Study On The Stress Wave Attenuation Effect Of Filled Cracks In Rocks Under Confining Pressure, Xin Liu, Hong-Fa Xu, Peng-Xian Fan, Han-Sheng Geng, Jia-Quan Mo, De-Rong Wang
Experimental Study On The Stress Wave Attenuation Effect Of Filled Cracks In Rocks Under Confining Pressure, Xin Liu, Hong-Fa Xu, Peng-Xian Fan, Han-Sheng Geng, Jia-Quan Mo, De-Rong Wang
Rock and Soil Mechanics
To study the effectiveness of filled cracks as a means of anti-blasting and wave-elimination for underground protective structures, 36 one-dimensional impact tests were carried out on the intact rock specimens and rock specimens with filled cracks using the SHPB apparatus. The transmittance, stress wave velocity and peak stress value of the specimen under different working conditions were obtained. The impacts of confining pressure level, filling thickness and filling material types on stress wave attenuation were analyzed. The results show that, with the increase of the thickness of the filled cracks, the transmittance of the specimen, stress wave velocity, and stress …
Experimental Study On The Evolution Characteristics Of Cyclic Frost Heaving Pressure Of Saturated Fractured Granite, Chen Qiao, Yu Wang, Zheng-Yang Song, Chang-Hong Li, Zhi-Qiang Hou
Experimental Study On The Evolution Characteristics Of Cyclic Frost Heaving Pressure Of Saturated Fractured Granite, Chen Qiao, Yu Wang, Zheng-Yang Song, Chang-Hong Li, Zhi-Qiang Hou
Rock and Soil Mechanics
The frost heaving pressure generated by water–ice phase change and volume expansion of saturated fractured rock mass in cold regions promote the initiation and expansion of new fractures, and lead to further damage and deterioration of fractured rock mass. To reveal the frost heaving pressure degradation mechanism of fractured rock mass subjected to multiple freeze–thaw cycles, the repeated frost heaving pressure monitoring test was carried out on saturated fractured granite with different macroscopic fractures under different freezing temperatures. The evolution characteristics of cyclic frost heaving pressure and the effect of crack size, freezing temperature and the number of freeze–thaw cycle …
Numerical Simulation Of Grouting Process In Rock Mass With Rough Fracture Network Based On Corrected Cubic Law, Wei Cui, Li-Xin Wang, Zhi-An Jiang, Chao Wang, Xiao-Hua Wang, She-Rong Zhang
Numerical Simulation Of Grouting Process In Rock Mass With Rough Fracture Network Based On Corrected Cubic Law, Wei Cui, Li-Xin Wang, Zhi-An Jiang, Chao Wang, Xiao-Hua Wang, She-Rong Zhang
Rock and Soil Mechanics
Due to the influence of fracture undulation, there is an obvious difference in the grout flow rule between the rock mass with rough fractures and the rock mass with existing results. Based on the parallel plate model of fluid flow in a single crack, a flow rule model of viscous fluid in a rough fracture was developed using a corrected cubic law. The derived results were agreed well with that from a single crack grouting test. Based on a discrete fracture network (DFN) model, the grouting process in a fractured rock mass was simulated and studied by changing the fracture …
Compression Test And Numerical Simulation Research On Improved Red Beds Subgrade Fillers In Sichuan–Tibet Railway, Hua Xu, Ting-Yu Zhou, Xin-Yu Wang, Jie Zhang, Xiao-Bo Zhang, Yu-Chen Liu
Compression Test And Numerical Simulation Research On Improved Red Beds Subgrade Fillers In Sichuan–Tibet Railway, Hua Xu, Ting-Yu Zhou, Xin-Yu Wang, Jie Zhang, Xiao-Bo Zhang, Yu-Chen Liu
Rock and Soil Mechanics
No abstract provided.
Experimental Study On The Strength Characteristics Of A Transparent Cemented Soil, Xian-Lun Leng, Chuan Wang, Rong Pang, Qian Sheng
Experimental Study On The Strength Characteristics Of A Transparent Cemented Soil, Xian-Lun Leng, Chuan Wang, Rong Pang, Qian Sheng
Rock and Soil Mechanics
The visual physical model testing technology based on transparent soils is playing an increasingly important role in the study of deformation and failure mechanism in geotechnical engineering. The preparation of transparent soils with high transparency, stable physical and mechanical properties, and suitable for simulating different natural rocks and soils is the basis for the development of this technology. Given the lack of transparent materials for clays and soft rocks, a transparent cemented soil has been formulated. The transparent cemented soil is synthesis using fused quartz as the skeleton particles, nano-level hydrophobic fumed silica powder as the cement and mixed mineral …
Study On Prestress Long-Term Loss Of Anchor Cable Considering Coupled Multiple Factors, Zhong-Ju Feng, Guan Jiang, Rui-Xin Zhao, Hou-Sheng Long, Zheng-Bin Wang, Zheng-Xu Zhang
Study On Prestress Long-Term Loss Of Anchor Cable Considering Coupled Multiple Factors, Zhong-Ju Feng, Guan Jiang, Rui-Xin Zhao, Hou-Sheng Long, Zheng-Bin Wang, Zheng-Xu Zhang
Rock and Soil Mechanics
In order to study the long-term loss law of anchorage force and the calculation method of prestress loss of anchorage force, a calculation method of the prestress loss of anchorage force was proposed to account for three factors. The proposed method is based on the generalized Hooke’s law, relaxation rate time-history response equation and improved coupling constitutive model. It was adopted to calculate the theoretical loss value of the anchor cable prestress coupled with the internal sliding lock of the anchor plate, the stress relaxation of the cable body steel strand, and the rock mass creep, respectively. In order to …
Analysis Of Stress-Structural Collapse Mechanism Of Columnar Jointed Basalt Under High Stress, Jian-Cong Zhang, Quan Jiang, Xian-Jie Hao, Guang-Liang Feng, Shao-Jun Li, Zhi-Lin Wang, Qi-Xiang Fan
Analysis Of Stress-Structural Collapse Mechanism Of Columnar Jointed Basalt Under High Stress, Jian-Cong Zhang, Quan Jiang, Xian-Jie Hao, Guang-Liang Feng, Shao-Jun Li, Zhi-Lin Wang, Qi-Xiang Fan
Rock and Soil Mechanics
Columnar jointed rock mass with unique joint network structure is a special type of jointed rock mass, which is a binary structure composed of high strength ‘basalt block’ and specific ‘dominant joint’. Relaxation, opening and slippage of columnar jointed surfaces and disintegration of columns occur easily during excavation under high ground stress, which eventually lead to disastrous collapses in columnar jointed rock mass. The construction safety of underground engineering under high stress is severed restricted by it. By combining acoustic wave, borehole camera and other integrated in-situ testing technology and numerical simulation, the mechanism of stress-structural collapse in columnar jointed …
Analysis Of Catastrophic Instability Of Roof-Rib Pillar Support System Under Backfill Mining, Xuan-Ting Liu, Cong-Xin Chen, Xiu-Min Liu, Kai-Zong Xia, Chu-Qiang Zhang, Tian-Long Wang, Yue Wang
Analysis Of Catastrophic Instability Of Roof-Rib Pillar Support System Under Backfill Mining, Xuan-Ting Liu, Cong-Xin Chen, Xiu-Min Liu, Kai-Zong Xia, Chu-Qiang Zhang, Tian-Long Wang, Yue Wang
Rock and Soil Mechanics
A roof?rib pillar support system is often formed in the metal mines that applied to the backfill mining method. In order to ensure the safe mining, it is of great significance to explore the failure mechanism of the roof?rib pillar support system under backfill mining. On the basis of considering the side pressure effect of the backfill on the rib pillar, a mechanical model of the roof?rib pillar support system under backfill mining was established. Furthermore, the catastrophe theory was used to explore the failure mechanism of the supporting system under the action of the filling body, and the influence …
Development Of Pressure−Suction Element Model For Film Water In Freezing Soil And Experimental Verification, Han-Qing Chen, Hua Cheng, Guang-Yong Cao, Hai-Bing Cai, Chuan-Xin Rong, Zhi-Shu Yao
Development Of Pressure−Suction Element Model For Film Water In Freezing Soil And Experimental Verification, Han-Qing Chen, Hua Cheng, Guang-Yong Cao, Hai-Bing Cai, Chuan-Xin Rong, Zhi-Shu Yao
Rock and Soil Mechanics
To unify the source power of water migration, a pressure-suction element model of film water is constructed on the basis of the film water hydraulic driving force model and the surface adsorption force model. Model analysis shows that under the dual action of net suction and actual liquid pressure (or theoretical suction and actual ice pressure), the surface adsorption force can be generated, which drives the tangential migration of water along the surface of the substrate. In view of the fact that the surface adsorption force has nothing to do with the boundary conditions, it is suitable for any form …
Experimental Study Of Dispersive Clay Modified By Calcium Lignosulfonate, Sheng-Ge Ji, Bao-Zhong Wang, Xiu-Juan Yang, Heng-Hui Fan
Experimental Study Of Dispersive Clay Modified By Calcium Lignosulfonate, Sheng-Ge Ji, Bao-Zhong Wang, Xiu-Juan Yang, Heng-Hui Fan
Rock and Soil Mechanics
Dispersive clay is a type of water-sensitive soil, which has the characteristics of dispersivity and material loss when encountering water. The influential factors and modification mechanism of dispersive clay modified by calcium lignosulfonate (CL) were studied using dispersivity test, mechanical property test, chemical property test, microstructure test and simulated rainfall scouring test. The test results indicated that with the increase in CL content, the dispersivity, slake durability and erosion resistance of the modified soil were gradually improved, and it had a good modification effect when the CL content reached 3.0%. The unconfined compressive strength (UCS) first increased and then decreased, …
Analytical Solution Of Additional Response Of Shield Tunnel Under Asymmetric Jack Thrust, Zu-Xian Wang, Cheng-Hua Shi, Jian-Wen Liu
Analytical Solution Of Additional Response Of Shield Tunnel Under Asymmetric Jack Thrust, Zu-Xian Wang, Cheng-Hua Shi, Jian-Wen Liu
Rock and Soil Mechanics
When shield is driving along a curve alignment or during deviation correction, the asymmetrical thrust will generate an additional bending moment at the head of the tunnel, which will cause construction problems such as longitudinal deformation of the tunnel and dislocation between rings. Based on the theory of elastic foundation beam, the shield tunnel is simplified as a Timoshenko beam in Winkler foundation, an analytical model for evaluating the additional response of the shield tunnel induced the asymmetric thrust is established, and the analytical solutions of longitudinal deformation and internal force of shield tunnel are deduced. Then the correctness and …
Numerical Analysis Of Seismic Damage Characteristics Of An Underground Cavern Intersected By A Steeply Dipped Fault, Shi-Jie Chen, Ming Xiao, Xiao-Wei Wang, Jun-Tao Chen
Numerical Analysis Of Seismic Damage Characteristics Of An Underground Cavern Intersected By A Steeply Dipped Fault, Shi-Jie Chen, Ming Xiao, Xiao-Wei Wang, Jun-Tao Chen
Rock and Soil Mechanics
The steeply dipped fault zone is the weak link of the seismic stability of underground caverns. Aimed at the complex dynamic interaction characteristics between the surrounding rock and fault, based on the Ladanyi's shear strength model, the seismic deterioration coefficient was introduced, and a shear strength model considering nonlinear mechanical properties and seismic deterioration effect was established. Further considering the discontinuous deformation characteristics between surrounding rock and faults, a three-dimensional dynamic contact force method was proposed considering both the complex shear strength and multiple contact states. The method was applied to the Jinchuan underground powerhouse to study its seismic damage …
Investigation Of Damage Evolution And Its Model Of Rock-Like Brittle Materials, Chao Zhang, Chu-Qing Yang, Yun Bai
Investigation Of Damage Evolution And Its Model Of Rock-Like Brittle Materials, Chao Zhang, Chu-Qing Yang, Yun Bai
Rock and Soil Mechanics
To investigate the description and evolution of the damage state of rock-like brittle materials, the physical meaning of each elastic modulus method parameter based on the strain equivalence hypothesis and the limitations of the model application are discussed. The modulus change during the triaxial cyclic loading and unloading test of limestone is studied. Moreover, the defects of the unloading modulus substitution method and the statistical damage evolution model in damage evolution analysis are discussed. The results show the existing elastic modulus method can only be used to reflect the damage evolution process of rock under uniaxial compression, and the unloading …
Prediction Of Unsaturated Permeability Curve Of Compaction Loess With Pore-Size Distribution Curve And Its Application Scope, Yan Li, Tong-Lu Li, Xiao-Kun Hou, Hua Li, Jie Zhang
Prediction Of Unsaturated Permeability Curve Of Compaction Loess With Pore-Size Distribution Curve And Its Application Scope, Yan Li, Tong-Lu Li, Xiao-Kun Hou, Hua Li, Jie Zhang
Rock and Soil Mechanics
The unsaturated permeability curve is governed by the pore-size distribution curve, which can be used to predict the permeability curve. In order to investigate the applicability of this method for compacted loess, three groups of compacted loess samples with different dry densities were prepared. The pore-size distribution (PSD) curves of soil samples were measured using mercury injection porosimeter test. The unsaturated permeability curves of soil samples were measured by small soil column equipment designed by our research group. Then the PSD curves were used to predict the permeability curves and compared with the measured data from soil column test. The …
Modeling Unimodal/Bimodal Soil-Water Retention Curves Considering The Influence Of Void Ratio Under Capillarity And Adsorption, Zhi-Qiang Lin, Jian-Gu Qian, Zhen-Hao Shi
Modeling Unimodal/Bimodal Soil-Water Retention Curves Considering The Influence Of Void Ratio Under Capillarity And Adsorption, Zhi-Qiang Lin, Jian-Gu Qian, Zhen-Hao Shi
Rock and Soil Mechanics
The constitutive relationship between suction and degree of saturation is of great significance for estimating the shear strength and deformation behavior of unsaturated soils. A unimodal/bimodal soil-water retention curve (SWRC) is proposed considering the effects of various pore structures and the effects of void ratio on capillarity and adsorption. The different mechanisms of water retention through capillarity and adsorption are explicitly distinguished in the proposed model. The relationship between the capillary degree of saturation and suction is described as a specific function related to the characteristics of pore-size distribution, while the adsorptive degree of saturation is modeled considering the effect …
General Analytical Solution For Consolidation Of Sand-Drained Ground Considering The Vacuum Loading Process And The Time-Dependent Surcharge Loading, Wei-An Lin, Wen-Hao Jiang, Liang-Tong Zhan
General Analytical Solution For Consolidation Of Sand-Drained Ground Considering The Vacuum Loading Process And The Time-Dependent Surcharge Loading, Wei-An Lin, Wen-Hao Jiang, Liang-Tong Zhan
Rock and Soil Mechanics
Based on Barron’s equal strain consolidation theory, the consolidation governing equation of sand-drained ground under vacuum combined surcharge preloading is derived, and a general analytical solution is obtained, which considers the vacuum loading process, the time-dependent surcharge loading, the characteristics of the vacuum pressure decreasing along with the depth and radial direction, and the smear effect of vertical drains and the vertical flow. The correctness of the analytical solution proposed in this paper is verified by comparing the degenerate analytical solution with the existing analytical solution and the finite difference solution. Based on the analytical solution, the consolidation behaviors of …
Macro And Micro Coupling Analysis Of Cone Penetration Test: Methodology And Application, Chang-Hong Wang, Dao-Fei Tang, Kun Wang, Zhao-Xin Wu
Macro And Micro Coupling Analysis Of Cone Penetration Test: Methodology And Application, Chang-Hong Wang, Dao-Fei Tang, Kun Wang, Zhao-Xin Wu
Rock and Soil Mechanics
No abstract provided.
A Constitutive Model Considering Post-Liquefaction Deformation Based On The Logarithmic Skeleton Curve, Qing Dong, Zheng-Hua Zhou, Jie Su, Xiao-Jun Li, Bing Hao
A Constitutive Model Considering Post-Liquefaction Deformation Based On The Logarithmic Skeleton Curve, Qing Dong, Zheng-Hua Zhou, Jie Su, Xiao-Jun Li, Bing Hao
Rock and Soil Mechanics
Most of the constitutive model for liquefaction analysis cannot simulate the large post-liquefaction deformation of saturated sand, and there is little research on the nonlinear time-domain large deformation constitutive relationships suitable for seismic response analysis of saturated sand sites. In this paper, a feasible, simple and applicable large deformation constitutive model for time domain analysis is proposed through experimental analysis and theoretical research. The post-liquefaction stress-strain relationships of liquefied sand are obtained based on the undrained cyclic triaxial test data, then loading-reloading rules of large post-liquefaction deformation are proposed. Combined with the effective stress constitutive model based on logarithmic skeleton …
Effects Of Cyclic Loading Directions On Liquefaction Characteristics Of Saturated Coral Sand, Kang Liu, Guo-Xing Chen, Qi Wu, Wei-Jia Ma, You Qin
Effects Of Cyclic Loading Directions On Liquefaction Characteristics Of Saturated Coral Sand, Kang Liu, Guo-Xing Chen, Qi Wu, Wei-Jia Ma, You Qin
Rock and Soil Mechanics
The large scale construction of both military and civil infrastructures located in Nansha reefs and offshore marine areas, South China Sea, has raised the seismic safety a challenging issue for the projects in the region. The influences of fines content (FC) on the liquefaction characteristics of saturated terrestrial quartz sands have been extensively studied, but the corresponding research on saturated coral sands in reclaimed coral islands is less involved. Using the GDS hollow cylinder torsion shear apparatus, a series of isotropically consolidated undrained cyclic tests have been performed on saturated coral sand sampled from the Nansha Islands, South China Sea. …
Study On Bearing Capacity Of Permeable Pipe Pile By Field Optical Fiber Monitoring, Jing Wang, Tao Xiao, Hong-Hu Zhu, Guo-Xiong Mei, Zheng-Yuan Liu, Guang-Qing Wei
Study On Bearing Capacity Of Permeable Pipe Pile By Field Optical Fiber Monitoring, Jing Wang, Tao Xiao, Hong-Hu Zhu, Guo-Xiong Mei, Zheng-Yuan Liu, Guang-Qing Wei
Rock and Soil Mechanics
Permeable pipe piles are set in the soft soil foundation to accelerate the dissipation rate of excess pore water pressure induced by pile driving and then to accelerate the consolidation of soil around the pile. At present, there are many studies, including model tests and numerical simulation, on the bearing capacity and permeability performance of permeable pipe piles. However, few field tests have been conducted to deeply study the time effect of bearing capacity and load transfer law of permeable pipe piles. Based on the fiber Bragg grating (FBG) technology, the static load tests were carried out to study the …
Analysis Of Laterally-Loaded Piles Embedded In Multi-Layered Soils Using Efficient Finite-Element Method, Hai-Peng Zhao, Xue-You Li, Jian-Hong Wan, Xiang-Zhi Zheng, Si-Wei Liu
Analysis Of Laterally-Loaded Piles Embedded In Multi-Layered Soils Using Efficient Finite-Element Method, Hai-Peng Zhao, Xue-You Li, Jian-Hong Wan, Xiang-Zhi Zheng, Si-Wei Liu
Rock and Soil Mechanics
Mechanical analysis of laterally-loaded piles embedded in multi-layered soils is a critical step in design. Traditional finite-element method may have deficiency in accuracy and efficiency when applied to analyze this problem. An efficient finite-element method is proposed in this paper. A “pile element” that adopts the distributed “soil springs” along the element length to reflect the nonlinear behaviors of the pile-soil interactions is developed in this method. The dominant feature of the pile element is the direct integration of soil properties into the element formulation, namely, a pile element comprises both the pile and soil properties. The pile element formulation …
Response Analysis Of Residual Soil Slope Considering Crack Development Under Drying−Wetting Cycles, Yue Liu, Dong-Xia Chen, Hui Wang, Jia-Jing Yu
Response Analysis Of Residual Soil Slope Considering Crack Development Under Drying−Wetting Cycles, Yue Liu, Dong-Xia Chen, Hui Wang, Jia-Jing Yu
Rock and Soil Mechanics
In order to study the response of granite residual soil slope with cracks under different number of drying-wetting cycles (D-W cycles), model test was carried out and the crack width expansion index was quantified by investigating the crack images. Based on the direct shear test, the calculation formulas of soil strength degradation and crack depth were developed. Then, the model test and the numerical simulation results were compared to analyze the response of the residual soil slope considering crack extension. The results showed that the fractures width expansion in residual soil under D-W cycles followed the Logistic model, and there …
Statistical Damage Constitutive Model Of High Temperature Rock Based On Weibull Distribution And Its Verification, Hao-Peng Jiang, An-Nan Jiang, Xiu-Rong Yang
Statistical Damage Constitutive Model Of High Temperature Rock Based On Weibull Distribution And Its Verification, Hao-Peng Jiang, An-Nan Jiang, Xiu-Rong Yang
Rock and Soil Mechanics
The decrease of rock stability is caused by the possible deterioration of rock mechanical properties under high temperature environment. Therefore, the study of the constitutive behavior of rocks under high temperature is of great significance. Based on the recent researches of statistical rock damage constitutive model, the statistical damage constitutive model of rock after high temperature is established by adopting M-C criterion with the thermal damage variable and Weibull distribution function and the parameter expression is determined. The model is compared with the theoretical curve to verify its rationality. Finally, the model is verified by the uniaxial compression test results …
Experimental Investigation On Surrounding Rock Stress And Deformation Rule Of Tbm Tunneling In Deep Mixed Strata, Yuan-Hai Li, De-Zhu Liu, Shuo Yang, Jun Kong
Experimental Investigation On Surrounding Rock Stress And Deformation Rule Of Tbm Tunneling In Deep Mixed Strata, Yuan-Hai Li, De-Zhu Liu, Shuo Yang, Jun Kong
Rock and Soil Mechanics
To investigate the relation among the stress, deformation, rupture, and stratigraphic effects of surrounding rocks of the supported and unsupported TBM tunnelling in deep mixed strata, the experimental investigation was conducted by a similarity model test system in biaxial plane strain. The stress and strain measurement devices and the self-developed refinement digital photogrammetric measurement system PhotoInfor were applied in this study. The results show that the stress distribution and failure mode are quite different between the upper-soft and lower-hard strata, indicating an obvious non-uniformity stratigraphic effect. The stress in hard rocks is larger than that in soft rocks. As the …
Effects Of Loading Rate On Sbpt Responses Of Zhanjiang Structured Clay, Rong-Jun Shu, Ling-Wei Kong, Wen-Zhuo Shi, Bing-Heng Liu, Cheng-Sheng Li
Effects Of Loading Rate On Sbpt Responses Of Zhanjiang Structured Clay, Rong-Jun Shu, Ling-Wei Kong, Wen-Zhuo Shi, Bing-Heng Liu, Cheng-Sheng Li
Rock and Soil Mechanics
No abstract provided.
Effect Of High Temperature On Micro-Structure And Permeability Of Granite, Shen-Yuan Deng, Qing-Hui Jiang, Kai-Wei Shang, Xiang-Yang Jing, Feng Xiong
Effect Of High Temperature On Micro-Structure And Permeability Of Granite, Shen-Yuan Deng, Qing-Hui Jiang, Kai-Wei Shang, Xiang-Yang Jing, Feng Xiong
Rock and Soil Mechanics
No abstract provided.
Experimental Study On Cyclic Shear Softening Characteristics Of Gravel−Geogrid Interface, Fei-Yu Liu, Huai Jiang, Jun Wang
Experimental Study On Cyclic Shear Softening Characteristics Of Gravel−Geogrid Interface, Fei-Yu Liu, Huai Jiang, Jun Wang
Rock and Soil Mechanics
No abstract provided.