Relevant bibliographies by topics / Bimrock

Academic literature on the topic 'Bimrock'

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Published: 14 March 2023

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Journal articles on the topic "Bimrock"

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Sunuwar, S. C., B. N. Upreti, and U. Glawe. "An overview of bimrocks and related engineering geological problems in the Nepal Himalaya." Journal of Nepal Geological Society 40 (December 1, 2010): 61–68. http://dx.doi.org/10.3126/jngs.v40i0.23596.

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Rocks falling under the category of bimrocks are common in Nepal and are covering large areas of the country. However, knowledge on their exact distribution is limited, and data on classification and quantification of engineering properties are practically nonexistent. So far, the bimrock terminology is not commonly used for engineering classification of rocks in Nepal. However, three types of bimrocks can be identified in Nepal, they are: cataclastic or shear zone bimrocks, conglomeratic bimrocks and the bimrocks produced by weathering. The thickness of the bimrock strata varies according to the geological and tectonic settings and can reach several kilometres. Due to the relative weakness of bimrocks and the high erodability, they can pose serious problems such as excessive overbreak, water inflow and large rock mass deformations in tunnelling, and slope instabilities in road cuts and other excavations for surface structures. Efforts on the study of bimrocks in Nepal are initiated recently and is considered to help identifying, addressing and solving the associated problems.
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Nikolaidis, G., and C. Saroglou. "ENGINEERING GEOLOGICAL CHARACTERISATION OF BLOCK-IN-MATRIX ROCKS." Bulletin of the Geological Society of Greece 50, no. 2 (July 27, 2017): 874. http://dx.doi.org/10.12681/bgsg.11793.

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Block-in-matrix rocks (“bimrocks”) are complex, mixed and heterogeneous formations of competent blocks embedded in weaker matrix. The inherent difficulty of sampling and consequently, laboratory testing of bimrocks leads to considerable challenging in geotechnical design and assessment of their engineering behaviour. An approach for the characterisation of “bimrocks” is the use of stereological analysis that extrapolates one-dimensional or two dimensional data to estimate the block volumetric proportion. This has been an established approach of dealing with bimrocks and melanges for the last two decades. This paper presents the parameters that are considered important for the engineering characterisation of such complex formations, while a case study from a bimrock in NW Greece is discussed.
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Meng, H. J., Y. Wang, and J. Y. Ren. "In Situ X-Ray Computed Tomography (CT) Investigation on Localized Deformation and Crack Damage Evolution in a Bimrock by Tracking Rock Blocks." Advances in Civil Engineering 2020 (October 20, 2020): 1–14. http://dx.doi.org/10.1155/2020/8851817.

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Instability of rock mass with block-in-matrix-rocks (bimrocks) often poses a threat to the geological and ecological environment; thus, investigation of the localized deformation and crack damage evolution is critical to predict the bimrock hazards. In this work, triaxial compression testing on block-in-matrix-soils (bimsoils) with a rock block percentage of 40% (mass ratio) was performed under tomographic monitoring using an original experimental setup specially designed to match the 450 kV industrial x-ray Computerized Tomography (CT) apparatus. A series of 2D CT images were obtained by carrying out CT scanning at key points throughout the test and from different positions in the sample. The physical strain localization phenomenon was well investigated using the proposed Block Tracking Movement (BTM) method to track the trajectory of rock blocks during deformation. The distribution and morphology of cracks are strongly influenced by the interactions between the rock block and the soil matrix including the repeating contact and separation between them that finally results in the macroscopic pattern of cracking. The displacement vector analysis revealed the spatial kinematics of rock blocks during sample deformation and the associated localized band evolution, which was consistent with the macroscopic crack pattern observation. The cracks corresponding to the low-density regions in the bimrock sample further indicate the inhomogeneous pattern of localized deformation. The meso-structural changes and strain localization of the bimrock under triaxial deformation are discussed first by analyzing the rock block movement using x-ray CT data.
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Wang, Yu, Hongjian Wang, Sun Tao, and Xuefeng Yi. "On the Dynamic Mechanical Behaviors of a Fault Unwelded Bimrock Exposed to Freeze-Thaw-Fatigue Loads: A Lab-Scale Testing." Geofluids 2022 (March 30, 2022): 1–15. http://dx.doi.org/10.1155/2022/7851201.

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This work is aimed at investigating the mechanical behaviors of a fault unwelded bimrock subjected to coupled freeze-thaw (FT) and fatigue loads. The influence of FT cycle on rock strength, deformation, damage evolution, and failure morphology was detailed investigated. The testing results show that the soil-rock interface is sensitive to freeze-thaw condition. Interface damage and cracking contribute a lot to sample strength, volumetric deformation, and damage evolution. In addition, a sudden increase of stress amplitude results in the increase of damage, afterwards, the coupling degree of bimrock improves with the increase of loading cycles. A coupling freeze-thaw and mechanical damage evolution model was proposed using the damage index defined by ultrasonic velocity and axial strain. It is found that the evolution trend of the model is strongly related to the previous freeze-thaw damage. Moreover, failure mode of bimrock changes from shear failure to bulging failure with increasing FT cycles. The failure process of bimrock is the rearrangement of the fine soil particles and rock blocks, the soil matrix and rock block bear axial cyclic loads by their interactions.
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Ramos-Cañón, Alfonso Mariano, Lady Carolina Castro-Malaver, Nelly Vanessa Padilla-Bello, and Carlos Alberto Vega-Posada. "Incertidumbre en la determinación del Porcentaje Volumétrico de Bloques de BIMrocks/BIMsoil a partir de información unidimensional." Revista Boletín de Geología 42, no. 1 (January 1, 2020): 69–80. http://dx.doi.org/10.18273/revbol.v42n1-2020004.

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La caracterización mecánica de depósitos de materiales heterogéneos (BIMrocks/BIMsoil – Block in Matrix) requiere del conocimiento de la cantidad de bloques inmersos en una matriz débil (Proporción Volumétrica de Bloques, PVB). La aleatoriedad en el proceso de formación de dichos depósitos impide obtener información unívoca mediante estudios geotécnicos convencionales. Es posible reconocer que a medida que aumenta el número y la profundidad de las perforaciones, se disminuye la incertidumbre en la determinación de la PVB, sin embargo, la cuantificación de la disminución de la incertidumbre no ha sido abarcada de manera comprensiva. La determinación de la PVB en materiales BIMrock/BIMsoil tiene asociada una incertidumbre que se ha estudiado con modelos físicos y analíticos. Dichos modelos no consideran la influencia de factores como el tamaño, forma y orientación de los bloques, que simultáneamente inciden en la cuantificación de la incertidumbre en la PVB.En este trabajo se desarrolló un algoritmo y se implementó computacionalmente para analizar la influencia de la longitud y el número de las perforaciones, junto con la forma y orientación de los bloques, sobre el nivel de incertidumbre en la determinación de la PVB. Los resultados sugieren que a mayor investigación del subsuelo (número y longitud de perforaciones), independiente de la forma, tamaño y orientación de los bloques, se disminuye la incertidumbre epistémica en la PVB. Sin embargo, dicha incertidumbre tiene un límite inferior que obedece a la naturaleza aleatoria propia de la formación del material BIMrock/BIMsoil
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Lu, Yu-Chen, Yong-Ming Tien, Charng Hsein Juang, and Jeen-Shang Lin. "Uncertainty of volume fraction in bimrock using the scan-line method and its application in the estimation of deformability parameters." Bulletin of Engineering Geology and the Environment 79, no. 4 (December 13, 2019): 1651–68. http://dx.doi.org/10.1007/s10064-019-01635-7.

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AbstractThe volume fraction within a bimrock or bimsoil is an essential parameter that is useful for estimating the engineering properties of heterogeneous geomaterials. This paper presents analytical and numerical solutions to quantify the uncertainty of volume fraction measurements in bimrock/bimsoil using a scan-line method. The analytical solutions for the mean and variance of volume fraction estimates are based on a representative volume element model. The numerical solution is obtained through simulations of scan-line measurements. This work also employs physical tests using CT scan images from artificial bimrock/bimsoil to validate these solutions. The results demonstrate that the uncertainties of the volume fraction depend on the magnitude of the volume fraction of the blocks, the diameter of the blocks, and the length of the scan line. The proposed analytical and numerical solutions are compared with existing physical experimental tests and analytical solutions. An illustrative example to demonstrate the estimation of the uncertainty of volume fraction using the scan-line measurement is present. Finally, an example application of the volume fraction characterization in the geological engineering, in terms of Young’s modulus estimation and characterization, is provided.
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Jovanovska, T., and E. Angelova. "Some aspects of andesitic Bimrock characterisation." IOP Conference Series: Earth and Environmental Science 833, no. 1 (August 1, 2021): 012062. http://dx.doi.org/10.1088/1755-1315/833/1/012062.

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Napoli, Maria Lia, Lorenzo Milan, Monica Barbero, and Edmund Medley. "Investigation of Virtual Bimrocks to Estimate 3D Volumetric Block Proportions from 1D Boring Measurements." Geosciences 12, no. 11 (November 4, 2022): 405. http://dx.doi.org/10.3390/geosciences12110405.

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Serious deficiencies in ground characterization, analysis and design at engineering works can occur when working with bimrocks (block-in-matrix rocks) and bimsoils (block-in-matrix soils). Since the 1990s, serious technical problems at engineering works performed in bimrocks/bimsoils spurred practical research, which revealed that the behavior of these geomaterials is directly related to the volumetric block proportions (VBPs). However, the way that VBPs can be confidently and correctly estimated remains an ongoing critical issue that still frustrates designers, contractors and owners. Stereological techniques can be applied to overcome this challenge by inferring 3D block contents from in situ 1D and 2D measurements, but the estimates have often been demonstrated to be erroneous. This paper presents findings from a computer-aided reinvestigation, revalidation and extension of Medley’s work of 1997 and subsequent researchers to provide approachable yet statistically robust methods to limit the uncertainty associated with estimates of 3D VBPs generated from 1D boring/scanline measurements. To this aim, a specialized Matlab code was created and virtual drilling programs were performed through 3D computer-generated bimrock models. Supported by extensive statistical-based investigations, a design chart is provided that updates and extends Medley’s 1999 chart relating uncertainty in estimates of VBP as a function of total boring/scanline lengths.
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Sonmez, H., C. Gokceoglu, E. W. Medley, E. Tuncay, and H. A. Nefeslioglu. "Estimating the uniaxial compressive strength of a volcanic bimrock." International Journal of Rock Mechanics and Mining Sciences 43, no. 4 (June 2006): 554–61. http://dx.doi.org/10.1016/j.ijrmms.2005.09.014.

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Coli, N., P. Berry, D. Boldini, and R. Bruno. "The contribution of geostatistics to the characterisation of some bimrock properties." Engineering Geology 137-138 (June 2012): 53–63. http://dx.doi.org/10.1016/j.enggeo.2012.03.015.

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Dissertations / Theses on the topic "Bimrock"

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Coli, Niccolò <1981&gt. "Metodi avanzati di indagine di ammassi rocciosi a blocchi in matrice (bimrock)." Doctoral thesis, Alma Mater Studiorum - Università di Bologna, 2010. http://amsdottorato.unibo.it/2592/1/Coli_Niccol%C3%B2_tesi.pdf.

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The research focuses on the implementation and validation of advanced direct and indirect methods of investigation for the structural and mechanical characterisation of bimrocks. In particular, a non conventional in situ shear test has been develop in order to evaluate the strength parameters of bimrocks by properly taking into account the influence of blocks. Also, a geostatistical approach has been introduced for the investigation of block morphological and spatial properties from digital images, by means of a variographic analysis of the block Indicator Variable.
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Coli, Niccolò <1981&gt. "Metodi avanzati di indagine di ammassi rocciosi a blocchi in matrice (bimrock)." Doctoral thesis, Alma Mater Studiorum - Università di Bologna, 2010. http://amsdottorato.unibo.it/2592/.

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The research focuses on the implementation and validation of advanced direct and indirect methods of investigation for the structural and mechanical characterisation of bimrocks. In particular, a non conventional in situ shear test has been develop in order to evaluate the strength parameters of bimrocks by properly taking into account the influence of blocks. Also, a geostatistical approach has been introduced for the investigation of block morphological and spatial properties from digital images, by means of a variographic analysis of the block Indicator Variable.
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NAPOLI, MARIA LIA. "Complex formations with a block-in-matrix fabric." Doctoral thesis, Politecnico di Torino, 2020. http://hdl.handle.net/11583/2858345.

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Bhering, Apolo Pedrosa. "Classificação do maciço rochoso e caracterização das brechas da mina subterrânea de Vazante-MG." Universidade Federal de Viçosa, 2009. http://locus.ufv.br/handle/123456789/3718.

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This dissertation describes the Vazante underground mine rock mass and some important breccias geomechanics features, or bimrocks, which occur in the underground. Systematic geologic-geotechnics mappings of the main levels of the underground mine was carried out, allowing the individualization of four families of main discontinuities, besides the preserved sedimentary bedding and the foliation. The mappings were done following the geomechanics classification RMR and the Q system, supplying correlation between the methods for Vazante's lithotypes. A new campaign of uniaxial tests for the determination of intact rock strength was carried out and the RQD values for each classified area had been determined by statistics analyses. The results were discussed according to each parameter and peculiarities found in each distinct rock mass. The breccias, a rock type which is not very accessible in the geotechnical literature, had been characterized according to the volumetric block proportion (VBP) and strength to simple compression. The values of VBP had been found from the analyses obtained with the aid of the Leica Qwin software for the binarization of the digitalized images. There has also been presented the correlation between the simple compression and the percentages of the main chemical elements that constitutes the Vazante breccias, such as zinc, iron, calcium, magnesium and silicon.
Esta dissertação descreve o maciço rochoso da mina subterrânea de Vazante e algumas importantes características geomecânicas das brechas, ou bimrocks, que ocorrem em subsolo na área da mina. Realizaram-se mapeamentos geológico-geotécnicos sistemáticos dos principais níveis da mina, que permitiram a individualização de quatro famílias de descontinuidades principais, além do acamamento sedimentar preservado e a foliação. Os mapeamentos foram executados seguindo a classificação geomecânica RMR e o Sistema Q, fornecendo correlações entre esses métodos para os litotipos de Vazante. Foi realizada uma nova campanha de ensaios uniaxiais para determinação da resistência da rocha intacta e análises estatísticas para setorização do RQD. Os resultados encontrados são discutidos em função de cada parâmetro e particularidades encontradas em cada maciço rochoso. As brechas, tipo de rocha pouco descrito na literatura geotécnica, foram caracterizadas em função da proporção volumétrica de blocos (VBP) e resistência à compressão uniaxial. Os valores de VBP foram obtidos a partir de análises realizadas com o auxílio do software Leica QWin para binarização das imagens digitalizadas. São apresentadas também as correlações entre resistência à compressão simples e os teores dos principais elementos químicos constituintes das brechas de Vazante, como zinco, ferro, cálcio, magnésio e silício.
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Sharafisafa, Mansour. "Characterization of quasi-static and dynamic fracture behaviour of rock-like materials using digital image correlation." Thesis, The University of Sydney, 2019. https://hdl.handle.net/2123/24320.

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Rock masses contain geological features which play key role in failure mechanism. Amongst these features are flaws, layers, joints, faults, etc. In this thesis digital image correlation (DIC) is utilized to study crack development behaviour of rock-like materials containing different geological features. 3D printing specimens having pre-existing flaws, layered and bimrock specimens are studied under quasistatic and dynamic impact loadings. Both unfilled and filled flaws are studied in 3D printed specimens. Based on the static testing, it is observed that the flaws configuration have significant effect on the type of cracks. In particular, tensile or shear movement of the flaws controls the type of newly formed cracks. It is observed that filling improves the strength characteristics of the specimens. Filled specimens develop much larger fracture process zone (FPZ) prior to the peak load. Specimens having their filling fractured exhibit an enhancement of the peak load larger than that of the filled specimens without cracking in the fillings. Similar to quasi-static loading, not only the specimens with filled flaws can carry more load than the corresponding unfilled flaw specimens, but also their cracking pattern is different as compared to the unfilled flaw counterpart. However, it is interesting to note that the dynamic peak loads are not dependent on the flaw inclination angle, while the quasi-static peak loads show obvious flaw inclination angle dependence. Moreover, DIC results reveal that under specific flaws configurations, the filling material undergoes shear cracking. In layered specimens, the 0°-30° orientation angles exhibit dominant strain accumulation inside the layers, at 45°-60° mixed tensile-shear cracking is observed in layers and interfaces, and at the layers of 75°-90° only show tensile splitting crack at an interface governs the behaviour. Under dynamic loading, dominate observation is tensile crack development and failure of all the specimens, except that specimens with layers oriented at 60° and 75° showing shear crack initiation in the pre-peak loading stage followed by the development of tensile cracks. In bimrocks the size of blocks remarkably influences the failure trend. Large blocks exhibit both tensile and shear. Moreover, the development of FPZ is highly dependent upon the blocks sizes and the large blocks exhibit obvious development of FPZ.
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Lo, Wen Hsiang, and 羅文驤. "Mechanical behavior of Bimrock –like Mateiral in." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/00441292680460746896.

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碩士
國立交通大學
土木工程系所
95
The Li-shan colluvial deposits are composed of broken slate and its weathered soils. The ground surface exhibits concave-convex landforms which were formed by weathering and erosion. Thus, the terrain and geology exlpicit that landslide is easy to be triggered by rainfall or earthquake in the area. Due to the heterogeneity nature, the mechanical behavior and mechanical properties of colluviual deposits are difficult to be determined. Based on the nature, the broken slate with grey clay of colluvial deposits in Li-shan area can be categorized as a BIM (block in matrix) rock. The study aims to invstigate the mechanical behavior of the BIM rock. A series of undrained triaxial compression tests was performed on the BIM rocks. Based on the experimental results, it can be found that both the triaxial peak strength and tangential Young’s Modulus of the BIM rock increase with the increase of block content in specimens; the degree of modulous degradation for lower-block-content specimens is more significant than that for higher-block-content specimens. After observing failed specimens, it was found that failure path of high-block content specimens is zigzag and the blocks located on the failure surface were sheared. The fact can be explained that the larger of the block ratio of the specimen is the higher of the triaxial peak strength of the BIM rock. Finally, an approach is recommended for determining the mechanical properties of BIM rocks by laboratory trial compression test associated with numerical analysis.
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Wu, Wei-Hao, and 吳偉豪. "The Mechanical Behavior of Artificial Transversely Isotropic Bimrock." Thesis, 2006. http://ndltd.ncl.edu.tw/handle/5rws54.

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碩士
國立中央大學
土木工程研究所
94
Bimrock is a kind of rock which contains the composition of block and matrix, its mechanical properites can be influenced by heterogeneous and anisotropy. This research is in different proportion with cement and kaolin to make transversely isotropic specimen of bimrock, then evolute to probe on mechanical behavior. The content of rock is an important parameter to estimate bimrock, this research use rotary scanner to pick specimen of bimrock and develope the image on the surface, use image process method to estimate the raito of specimen of bimrock. The result shows that the increase of confining pressure cause he destructive force to raise,and heterogeneous strength to reduce. This research use Tien and Kuo(2001) failure criterion and FLAC program to analyze the strength、heterogeneous and failure mode.the result show that prediction and experimental data are fairly agreeable.
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Hsieh, Meng-Hsiu, and 謝孟修. "The Resembled Bimrock Mechanical Behavior of Colluvial Materials-Li-Shan LandSlide Area as an Example." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/25742489511351801087.

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碩士
國立交通大學
土木工程系所
95
The Li-Shan landslide region was adopted as an investigated site in this study. This region contains sliding-type colluvium; the colluvium is composed of hard rock and soft clay, which can be considered as a complicated composite geomaterial to be described as a “Blocks-in-matrix (Bimrock)” material. This study aims to model and analyze the mechanical behavior of colluvial materials as “resembled bimrock”. Unlike the bimrock materials studied by previous researchers, the strengths and stiffness of the rock blocks and matrix of the Li-Shan’s colluvium are quite different. As a result, the nature of the colluvial mechanical behavior is very different from the bimrock materials studied by others. Numerically simulated results of bimrock model were compared with the laboratory tested results of artificial bimrock specimens carried out by others to verify the appropriateness of the numerical model. After verification, this study carried out a series of numerical simulation as virtual mechanical tests and looked into the important factors that affect the mechanical properties of the colluvial as resembled bimrock. Factors taken into account include rock-block ratio, rock-block inclination, and rock-block aspect ratio. It was found that, for the modeled resembled bimrock: (1) the strength increases with the increasing block ratio, (2) rock-block inclination results in the anisotropy of mechanical behavior and properties, and (3) the rock-block aspect ratio only has a minor influence on the mechanical behavior/properties. In addition, the effect of specimen size on the mechanical behavior/properties of colluvium was also evaluated through a series of virtual mechanical tests. It was found the variation of mechanical behavior tends to converge as the specimen size approaching to a representative elemental volume (REV). Attempt was also made to compare the simulated results of colluvium as a resembled bimrock with the data of laboratory tested results. Due to the inevitable difficulties of obtaining identical colluvium specimens for laboratory tests, it may be possible to adopt virtual mechanical tests to complement insufficient data of laboratory tests, provided an appropriate calibration is made.
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Ku, Chih-Chun, and 古智君. "Preparation and mechanical behaviors of macroscopically isotropic bimrocks." Thesis, 2004. http://ndltd.ncl.edu.tw/handle/01715526211961118112.

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碩士
國立中央大學
土木工程研究所
92
The main purpose of this research is to study the mechanical properties and behaviors of bimrocks that composed of blocks in matrix. An uniaxial bi-directional compaction mold were designed to prepare the artificial bimrocks. By using different composite materials, the mechanical properties and behaviors with distinct block proportions and stiffnesses of the block and matrix are investigated. For the testing results, the mechanical properties of bimrock are controlled by matrix itself or the interface between block and matrix in uniaxial compression. With increasing confining pressures, the global mechanical properties and behaviors are controlled by both blocks and matrix in triaxial compression. Generally, increasing of block proportions decreased the cohesion and increased the internal friction angle and the material parameter m in Hoek-Brown criteria. Based on the experimental observation, the failure modes of the artificial bimrocks at different block proportions and confining pressures can be classified into four categories: axial splitting mode; shear fracture mode; conjugate shear mode with a main shear plane, and multiple conjugate shear planes mode. For theoretical prediction, the prediction models with assuming perfectly bonded interfaces in composite materials can fit the young’s modulus of the specimens at lower block proportions in uniaxial compression, but the prediction models can’t fit the data at higher block proportions. In triaxial compression, the micromechanics model can be used to predict the test data well.
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Books on the topic "Bimrock"

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Yu, Wang. Geomechanical Behaviors of Bimrocks. Edited by Wang Yu. Boca Raton : CRC Press, [2021]: CRC Press, 2021. http://dx.doi.org/10.1201/9781003155478.

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Geomechanical Behaviors of Bimrocks. Taylor & Francis Group, 2021.

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Yu, Wang. Geomechanical Behaviors of Bimrocks. Taylor & Francis Group, 2021.

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Yu, Wang. Geomechanical Behaviors of Bimrocks. Taylor & Francis Group, 2021.

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Yu, Wang. Geomechanical Behaviors of Bimrocks. Taylor & Francis Group, 2021.

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Yu, Wang. Cyclic and Fatigue Mechanical Behaviors of Bimrocks. Scientific Research Publishing, 2022.

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Yu, Wang. Cyclic and Fatigue Mechanical Behaviors of Bimrocks. Scientific Research Publishing, 2022.

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Book chapters on the topic "Bimrock"

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Yu, Wang. "Flow and stress coupled characteristics of bimrock." In Geomechanical Behaviors of Bimrocks, 275–363. Boca Raton : CRC Press, [2021]: CRC Press, 2021. http://dx.doi.org/10.1201/9781003155478-5.

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Yu, Wang. "Static fracture evolution of bimrock revealed by in situ CT technique." In Geomechanical Behaviors of Bimrocks, 118–210. Boca Raton : CRC Press, [2021]: CRC Press, 2021. http://dx.doi.org/10.1201/9781003155478-3.

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Ariza-Triana, Andrés, Exneyder A. Montoya-Araque, and Ludger O. Suarez-Burgoa. "Modeling of Bimrock/Bimsoil Structures by Means of Circular Particles Packed in R2." In Challenges and Innovations in Geomechanics, 737–43. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-64518-2_87.

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Yu, Wang. "Macro–meso geomechanical behaviors of bimrocks." In Geomechanical Behaviors of Bimrocks, 1–35. Boca Raton : CRC Press, [2021]: CRC Press, 2021. http://dx.doi.org/10.1201/9781003155478-1.

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Yu, Wang. "Ultrasonic and mechanical characteristics of bimrocks." In Geomechanical Behaviors of Bimrocks, 36–117. Boca Raton : CRC Press, [2021]: CRC Press, 2021. http://dx.doi.org/10.1201/9781003155478-2.

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Yu, Wang. "Investigation on piping disaster in bimsoils." In Geomechanical Behaviors of Bimrocks, 364–401. Boca Raton : CRC Press, [2021]: CRC Press, 2021. http://dx.doi.org/10.1201/9781003155478-6.

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Yu, Wang. "Dynamic behavior characterization of bimrocks using the CT technique." In Geomechanical Behaviors of Bimrocks, 211–74. Boca Raton : CRC Press, [2021]: CRC Press, 2021. http://dx.doi.org/10.1201/9781003155478-4.

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Zhang, Han, and Daniela Boldini. "Improved Limit Equilibrium Methods for Evaluating the Shear Strength of Bimrocks During Bimtests." In Challenges and Innovations in Geomechanics, 768–75. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-64518-2_91.

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Kollegger, Gerrit, Marco Ewerton, Josef Wiemeyer, and Jan Peters. "BIMROB – Bidirectional Interaction Between Human and Robot for the Learning of Movements." In Proceedings of the 11th International Symposium on Computer Science in Sport (IACSS 2017), 151–63. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-67846-7_15.

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10

"In situ non conventional shear tests for the mechanical characterisation of a bimrock." In Rock Mechanics in Civil and Environmental Engineering, 605–8. CRC Press, 2010. http://dx.doi.org/10.1201/b10550-139.

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