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3D cross-hole resistivity inversion imaging of surrounding rock based on distance weighting constraint algorithm

ISSN: 10004548 · Editor / fuente: Editorial Office of Chinese Journal of Geotechnical Engineering

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The Synthesis and Characterization of Low-cost Mesoporous Silica SiO2 from Local Pumice Rock
Tesis
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The Synthesis and Characterization of Low-cost Mesoporous Silica SiO2 from Local Pumice Rock
Asmaa Mourhly et al · SAGE Publishing · 2015 · ISSN 1847-9804
Pumice is a porous volcanic rock containing a significant proportion of silica and alumina, and which has a low iron content. This natural, silica-rich material attracts wide attention because of its applications in adso...
LCC LCC:Materials of engineering and construction. Mechanics of materials; TENDOlRlY2hub2xvZ3k~Idioma eng
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An alternative approach to estimate the shear strength parameters of intact rock
Artículo
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An alternative approach to estimate the shear strength parameters of intact rock
Prof. Dr. Kamil Kayabalı et al · General Directorate of Mineral Research and Exploration · 2026 · ISSN 0026-4563
Engineering structures built on or within rock masses require a proper characterization of their geomechanical properties. In this context, determining the strength parameters of intact rock is essential. Triaxial compre...
LCC TENDOk1pbmVyYWxvZ3k~Idioma eng
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The Influence of Roughness on the UCS of Discontinuous Jointed Rocks
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The Influence of Roughness on the UCS of Discontinuous Jointed Rocks
Wenxu Liang et al · Wiley · 2026 · ISSN 1875-9203
Joint roughness and size effect are key factors controlling the uniaxial compressive strength (UCS) of discontinuous jointed rock masses. However, there is currently a lack of a unified quantitative model that can simult...
LCC TENDOlBoeXNpY3M~Idioma eng
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Compression-shear fracture criteria for mixed mode I-II of open crack of rock-like brittle materials
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Compression-shear fracture criteria for mixed mode I-II of open crack of rock-like brittle materials
LI Bu , HUANG Run-qiu , WU Li-zhou · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
In practical projects, structural fracture often undergoes complex stresses. The studies on the fracture mechanism of mixed mode cracks are of important theoretical significance and practical implication. Based on the mi...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Crack propagation and roadway control of fractured rock mass with cut seam blasting
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Crack propagation and roadway control of fractured rock mass with cut seam blasting
LIN Zhiqiang et al · Emergency Management Press · 2026 · ISSN 2096-2193
In underground mining and tunneling projects, directional fracture-controlled blasting is critical for precise tunnel formation and reducing over- and under-excavation. However, the presence of well-developed joints in r...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground construction; TENDOk1pbmluZyBlbmdpbmVlcmluZy4gTWV0YIdioma eng
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Experimental study on bearing capacity of soft rock of Changsha International Finance Centre
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Experimental study on bearing capacity of soft rock of Changsha International Finance Centre
PENG Bai-xing 1, JIN Fei 2, WANG Xing-hua 3 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Changsha International Finance Center, the highest building under construction in Central China, is 452 meters high with structure of 93 ground layers and 5 underground layers and an embedded foundation depth of 42 meter...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Experimental study on seepage characteristics of rock-like materials with consecutive and filling fractures
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Experimental study on seepage characteristics of rock-like materials with consecutive and filling fractures
ZHAO Kai 1, WANG Huan-ling 1, XU Wei-ya 2, XIA Ji 1 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
3D printing is used to produce different permeability structural surfaces, and rock-like samples are poured by moulds. The tests on permeability of rock-like samples with consecutive and filling fractures are carried out...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Model test system for groundwater seepage in foundation pit engineering
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Model test system for groundwater seepage in foundation pit engineering
XUE Li-ying 1,2, YANG bin 1,2, LIU Feng-min 1,2, ZHANG Bang-fu 1,2, WANG Kun-tai 1,2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The model test system designed is in accordance with the conditions of foundation pit engineering, which can simulate the groundwater seepage. It is composed of a soil box, a drainage box, a feed-water tank, an upper wat...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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3D cross-hole resistivity inversion imaging of surrounding rock based on distance weighting constraint algorithm
Artículo
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3D cross-hole resistivity inversion imaging of surrounding rock based on distance weighting constraint algorithm
LIU Zheng-yu , LI Shu-cai , LIU Bin , FAN Ke-rui , NIE Li-chao , ZHANG Xin-xin · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Aiming at improving the inversion quality of anomalies near the electrodes in boreholes, which has been a large issue interfering in the three-dimensional (3D) cross-hole electrical resistivity tomography (ERT), an inver...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Characteristics of deep-seated crack in dam site of Yebatan Hydropower Station
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Characteristics of deep-seated crack in dam site of Yebatan Hydropower Station
LIU Lian-jia , ZHAO Qi-hua , HAN Gang · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
There is a series of symmetric deep-seated cracks (DSC) in the abutment slope of Yebatan Hydropower Station. The special geological phenomenon is analyzed to provide a scientific basis for a comprehensive analysis on roc...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Dynamic mechanical properties and fractal characteristics of layered sandstone under chemical corrosion
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Dynamic mechanical properties and fractal characteristics of layered sandstone under chemical corrosion
Zhai Maolin et al · De Gruyter · 2026 · ISSN 2191-0359
To investigate the dynamic mechanical behavior and fragmentation characteristics of layered rock under the combined effects of chemical corrosion and impact loading, split Hopkinson pressure bar (SHPB) tests were perform...
LCC LCC:Materials of engineering and construction. Mechanics of materialsIdioma eng
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Study on mechanism and stability control of low-side roof-cutting entry retaining in gently inclined coal seam with extra-thick main roof
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Study on mechanism and stability control of low-side roof-cutting entry retaining in gently inclined coal seam with extra-thick main roof
Dongdong Chen et al · Elsevier · 2026 · ISSN 1110-0168
This study presents pioneering research addressing the challenge of surrounding rock control in gob-side entry retaining by roof cutting under the conditions of a gently inclined coal seam with an extra-thick main roof r...
LCC LCC:Engineering (General). Civil engineering (General)Idioma eng
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Experimental study on dynamic characteristics of structural soft clay under different vibration frequencies
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Experimental study on dynamic characteristics of structural soft clay under different vibration frequencies
Key Laboratory of Soft Soil Characteristics and Engineering Environment of Tianjin, Tianjin Chengjian University,Tianjin 300384, China · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
To study the influence of frequency on the dynamic characteristics of structural soft clay, a series of dynamic triaxial tests based on the two kinds of waveforms and different vibration frequencies are performed. The re...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Experimental Evaluation of Strength Degradation Temperature for Carbon Epoxy Filament Wound Composite
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Experimental Evaluation of Strength Degradation Temperature for Carbon Epoxy Filament Wound Composite
Jai Krishna Mishra et al · Embry-Riddle Aeronautical University · 2020 · ISSN 2374-6793
Polymeric composites have been widely used in various structural and thermal aerospace applications. Polymeric composites having high strength and high modulus reinforcement are ideally suited for lot of critical aerospa...
LCC LCC:Motor vehicles. Aeronautics. AstronauticsIdioma eng
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Experimental study on parameters of HSS model for soft soils in Shanghai
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Experimental study on parameters of HSS model for soft soils in Shanghai
LIANG Fa-yun 1, 2, JIA Ya-jie 1, 2, DING Yu-jin 1, 2, HUANG Mao-song 1, 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The HS-Small model, which can reflect the attenuation of shear modulus of soils with strain in tiny strain range, has been gradually utilized in excavation engineering. The laboratory tests using triaxial apparatus, oedo...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Filed model tests on bearing behavior of mudstone tunnel anchorage
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Filed model tests on bearing behavior of mudstone tunnel anchorage
LIU Xin-rong 1, 3, LI Dong-liang 1,3, , WU Xiang-chao 1, 2, 3, LI Wei-shu 2, ZHANG Rui1, 3, FU Yan 4 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
To study the deformation, failure and long-term stability of soft surrounding rock (mudstone) tunnel anchorage under heavy loads, the Changjiang River Bridge under construction is taken as an example, in which 1∶30 red...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Model tests on bearing characteristics of basalt fiber-reinforced concrete tunnel linings
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Model tests on bearing characteristics of basalt fiber-reinforced concrete tunnel linings
CUI Guang-yao 1, WANG Dao-yuan 2,3,4, NI Song-zhi 1, ZHU Chang-an 5, YUAN Jin-xiu 2, ZHOU Ji-min 6 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Basalt fiber is a kind of inorganic material, which is effective and environmentally friendly. Basalt fiber concrete has important mechanical advantages to control the deformation of soft rock tunnels because it has func...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Reinforcement characteristics of ultra-soft ground in Tianjin Port
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Reinforcement characteristics of ultra-soft ground in Tianjin Port
YIN Chang-quan 1, 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Due to its high compressibility, low permeability and low consolidation property, the treatment of ultra-soft soil is very difficult, and the common method is hardly effective. For the ultra-soft soil in Tianjin Port, th...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Research and numerical simulation on dynamic tensile instability evolution mechanism of coal under different impact velocities
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Research and numerical simulation on dynamic tensile instability evolution mechanism of coal under different impact velocities
ZHANG Tong et al · Emergency Management Press · 2026 · ISSN 2096-2193
Understanding the strain-damage-energy dissipation mechanisms and evolution characteristics of deep coal and rock under impact loading is of great significance for the prevention and control of rockbursts. In this study,...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground construction; TENDOk1pbmluZyBlbmdpbmVlcmluZy4gTWV0YIdioma eng
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Introduction and analysis of an accident in a shield tunnel
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Introduction and analysis of an accident in a shield tunnel
ZHENG Gang 1, 2, CUI Tao 1, 2, CHENG Xue-song 1,2, SUN Ji-bin 1, 2, GE Long-bo 1, 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The right line tunnel is leaked and the segments are damaged due to an accident happening to TBM tunneling on running section in a city. The general situations of the project, the accident process and the emergency measu...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Simplified analysis of frame buildings with shallow foundation induced by excavation of adjacent foundation pit
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Simplified analysis of frame buildings with shallow foundation induced by excavation of adjacent foundation pit
ZHANG Zhi-guo 1, 2, 3, YANG Xuan 1, ZHAO Qi-hua 4, FEI Si-yi 1, JIA Yan-chen 1 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Based on the Winkler foundation model, the interactions of the frame structure, strip basement and soil foundation are simplified as a shear-flexural beam on elastic foundation. The different construction distances are c...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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An interpretable IGWO-MKRVM model for predicting excavation damaged zone thickness of drift
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An interpretable IGWO-MKRVM model for predicting excavation damaged zone thickness of drift
Ruzi Yang et al · Nature Portfolio · 2026 · ISSN 2045-2322
Abstract The stability of surrounding rock is a critical challenge in underground engineering. Accurate prediction of Excavation Damaged Zone Thickness (EDZT) in surrounding rock is vital for designing safe underground s...
LCC LCC:Medicine; TENDOlNjaWVuY2U~Idioma eng
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Development and application of model test system for inrush of water and mud of tunnel in fault rupture zone
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Development and application of model test system for inrush of water and mud of tunnel in fault rupture zone
ZHANG Qing-song , WANG De-ming , LI Shu-cai , ZHANG Xiao , TAN Ying-hua , WANG Kai · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
In order to study disaster evolutionary process and failure characteristics of Yonglian tunnel of Ji'an-Lianhua highway under the effect of disturbance, taking F2 fault fracture zone as the research object, a large-scale...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Experimental study on the propagation behavior of multiple directional cracks under delay blasting
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Experimental study on the propagation behavior of multiple directional cracks under delay blasting
GUO Dongming et al · Emergency Management Press · 2026 · ISSN 2096-2193
Refined delay blasting using digital electronic detonators has been widely used in rock breaking engineering, where notched borehole could control the direction of explosion-induced crack propagation. This study investig...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground construction; TENDOk1pbmluZyBlbmdpbmVlcmluZy4gTWV0YIdioma eng
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