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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

241

contenidos disponibles

Geotechnical engineering, techniques and methods
Libro electrónico
Acceso institucional disponible Libro electrónico eLibro
Torrijo Echarri, Francisco Javier · Editorial Universitat Politècnica de València · 2020 · ISBN 9788490489123
Materias / palabras clave: Geotechnical engineering; Rock mechanics; Geotecnia; Geología aplicada; Mecánica de rocas
Acceso institucional disponibleEl acceso puede requerir institución, suscripción, proxy, VPN o autenticación.
Institucional
Geotechnics
Artículo
Acceso abierto Artículo DOAJ
MDPI AG; Switzerland · ISSN 2673-7094
Materias / palabras clave: soil and rock mechanics, energy geotechnics, field characterization of soils, foundations and soil–structure interaction, landslides and slope stability, earthquake engineering; Science: Geology: Dynamic and structural...
Idioma English
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
Shallow and deep foundations in geotechnical engineering
Libro electrónico
Material complementario disponible Libro electrónico eLibro
Torrijo Echarri, Francisco Javier · Universitat Politècnica de València · 2019 · ISBN 9788490486931
The loads on structures and infrastructures as well as their self-weight are as a set of forces that need to be always transmitted to the ground.This is achieved by means of a foundation,a system composed of a structural...
Material complementario disponibleEl enlace apunta a material asociado, anexos, tablas, datos o página complementaria. No se marca como libro/texto completo.
Material complementario
Feasibility of applying tactile pressure sensors in geotechnical tests
Artículo
Acceso abierto Artículo DOAJ
ZHANG Zi-tao 1, XU Tian-hua 2,3, XU Yun 3, WANG Yu-Hsing 3 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Due to their small thickness, high flexibility and tiny sensing element, the tactile pressure sensors can be used to measure the soil stresses and contact forces between soil particles. Hence, the tactile pressure sensor...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Journal of Rock Mechanics and Geotechnical Engineering
Artículo
Acceso abierto Artículo DOAJ
Elsevier; Netherlands · ISSN 1674-7755
Materias / palabras clave: rock mechanics, geotechnical engineering, soil mechanics and foundation engineering, civil engineering, mining engineering; Technology: Engineering (General). Civil engineering (General): Engineering geology. Rock mechan...
Idioma English
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Open Access
Machine Learning and Data Science in Geotechnics
Artículo
Acceso abierto Artículo DOAJ
Emerald Publishing; United Kingdom · ISSN 3029-0422
Materias / palabras clave: machine learning in geotechnics, artificial intelligence for infrastructure resilience, big data and statistical analysis in soil mechanics, sustainable geotechnical engineering, geostructure modeling and optimization, m...
Idioma English
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Open Access
Field tests on the effects of diameter of drill pipe on number N of SPT
Artículo
Acceso abierto Artículo DOAJ
NIE Qing-ke 1,2, JIA Xiang-xin 1,2, QIN Lu-sheng 1,2, WANG Ying-hui 1,2, LIANG Shu-qi 1,2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Currently the application of 50 drill pipe is more in the standard penetration test (SPT) in the geotechnical engineering investigation, which is different from the code that 42 drill pipe is specified. Based on the proj...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
Biot’s consolidation with variables for influence of low-frequency vibration stimulation on radial flow in low-permeability developed reservoir
Artículo
Acceso abierto Artículo DOAJ
ZHENG Li-ming , PU Chun-sheng , LI Yue-jing , XU Jia-xiang , LIU Jing · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The low-frequency vibration stimulation technology can improve the seepage of fluid in low-permeability reservoir, which is rather deeper than that of the regular geotechnical formation. Few researches on the mechanisms ...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Connected inner pore analysis of calcareous sands using SEM
Artículo
Acceso abierto Artículo DOAJ
JIANG Ming-jing 1,2, WU Di 1,2, CAO Pei 1,2, DING Zhi-jun 3 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Calcareous sand is a special kind of geotechnical sand which consists of much carbonate. Based on the remains of the original marine organisms, the calcareous sand grains have irregular shapes and contain inner pores. Th...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Development of fiber optic monitoring-based visualization system for strain fields of slopes
Artículo
Acceso abierto Artículo DOAJ
XU Xing-yu , ZHU Hong-hu , ZHANG Wei , ZHANG Cheng-cheng , SHI Bin · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
In recent years, the distributed fiber optic sensing technology has become a new tool in the research area of geotechnical tests and measurements and played an increasingly important role in deformation monitoring of geo...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Evaluation of soft soil engineering characteristics of Sanya New Airport from CPTU data
Artículo
Acceso abierto Artículo DOAJ
PENG Peng 1, 2, CAI Guo-jun 1, 2, LIU Song-yu 1,2, ZHU Liu-wen 3, ZHAO Jian 4, XIA Han 1, 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The new airport project in Sanya planned by government of Hainan Province of China, is located at Hongtangwan of Sanya City, that is, to build an offshore airport with an area of a 28 square kilometers. The construction ...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Experimental approach for strength of ultra-soft clay by using rheometer
Artículo
Acceso abierto Artículo DOAJ
LU Shuang 1, FAN Ning 1, NIAN Ting-kai 1,2,3, ZHAO Wei 1, WU Hao 1 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The actual engineering problems induced by super low-strength soft clay are paid more and more attention with the rapid development of port and ocean engineering. However, the routine geotechnical experimental method can...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Field tests on response of excess pore water pressures of liquefaction resistant rigid-drainage pile
Artículo
Acceso abierto Artículo DOAJ
WANG Xiang-ying 1, 2, LIU Han-long 1, 2, 3, JIANG Qiang 1, 2, 4, CHEN Yu-min 1, 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The liquefaction resistant rigid-drainage pile is a new type of pile which can be used in geotechnical earthquake engineering. The pile combines the bearing capacity of rigid pile and the drain-ability of gravel pile. Ba...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Large-scale field tests on blast-induced liquefaction in saturated sand
Artículo
Material complementario disponible Artículo DOAJ
LIU Han-long 1, 3, WANG Wei-guo 2, LIU Jun 3, CHEN Yu-min 3, YANG Gui 3 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The vibration-induced liquefaction in soils is a notable hottopic in geotechnical engineering. The building collapse and embankment burst induced by liquefaction are fatal for the loss of lives and properties of human be...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
Material complementario disponibleEl enlace apunta a material asociado, anexos, tablas, datos o página complementaria. No se marca como libro/texto completo.
Material complementario
Probabilistic back analysis of slope failure considering spatial variability of soil properties
Artículo
Acceso abierto Artículo DOAJ
JIANG Shui-hua , WEI Bo-wen , HUANG Jin-song · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The statistics of uncertain rock and soil parameters can be updated with the information from different sources such as in-situ measurements and field observations via probabilistic back analysis, which can be further us...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Refinement and application of variable particle-size methods in 3D discrete element modelling for large-scale problems
Artículo
Acceso abierto Artículo DOAJ
DENG Yi-bing 1, YANG Yan-cheng 2, 1, SHI Dan-da 1 , LIU Wen-bai 1 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
A refinement method is proposed to solve the difference in the macroscopic elasticity and the interpenetration in interface area between different particle-size areas in the DEM. In simulations of 3D DEM large-scale prob...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Review of T-bar full-flow penetration testing in offshore engineering
Artículo
Acceso abierto Artículo DOAJ
PENG Peng 1,2, CAI Guo-jun 1,2, LIU Song-yu 1,2, YANG Yan 1,2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
With the further development of marine exploration in China in recent years, higher requirements are put forward for the capacity of the soil and cyclic loading effect for the offshore engineering. Due to the difficulty ...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Mechanical performance and life cycle assessment of a Persian gum-waste carpet fiber soil composite for landfill bottom liners
Artículo
Acceso abierto Artículo DOAJ
Masoud Mohseninia et al · Nature Portfolio · 2026 · ISSN 2045-2322
Abstract This study investigates a Persian gum-waste carpet fiber (PG-WCF) composite as a stabilizer for silty soil intended for landfill liner applications and compares its performance with the soil stabilized using ord...
LCC LCC:Medicine; TENDOlNjaWVuY2U~Idioma eng
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Open Access
3D E-SCAN resistivity inversion and optimized method in tunnel advanced prediction
Artículo
Acceso abierto Artículo DOAJ
WANG Chuan-wu , LI Shu-cai , NIE Li-chao , LIU Bin , GUO Qian , REN Yu-xiao , LIU Hai-dong · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Advanced geological prediction is one essential part in tunnel construction, and 3D E-SCAN resistivity device is introduced. In this device, the current and measuring electrodes are arranged on the tunnel face, which can...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Advances in hydro-mechanical behaviors of buffer materials under effect of technological gaps
Artículo
Acceso abierto Artículo DOAJ
CHEN Yong-gui 1, JIA Ling-yan 1, YE Wei-min 1, CUI Yu-jun 1, 2, CHEN Bao 1, WANG Ju 3 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The self-sealing and self-healing behaviors of technological gaps in a high-level radioactive waste repository are analyzed. The systematical findings are summarized based on the previous studies on the effects of techno...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Analysis and precautionary measures of engineering accidents of composite foundations with long and short piles
Artículo
Acceso abierto Artículo DOAJ
LIN Zhi-qiang 1, 2, HUANG Wei-da 1, 2, JIANG Yan-bin 3, ZHONG Gui-rong 1, 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Based on an engineering qualitative accident instance of composite foundation with long and short piles, the field investigation and foundation deformation monitoring are conducted. The causes of engineering qualitative ...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Analytical solutions for rainfall infiltration into monolithic covers considering arbitrary initial conditions
Artículo
Material complementario disponible Artículo DOAJ
QIU Qing-wen 1, ZHAN Liang-tong 1, HUAGN Yi-yi 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
As an isolation barrier between landfill and atmospheric environment, monolithic covers are used to control rain water infiltration and deep percolation into landfill. In recent years, the covers are proved to be effecti...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
Material complementario disponibleEl enlace apunta a material asociado, anexos, tablas, datos o página complementaria. No se marca como libro/texto completo.
Material complementario
Analytical solutions for tunnels with any shape excavated sequentially in rheological rock at great depth
Artículo
Acceso abierto Artículo DOAJ
WANG Hua-ning 1, 2, LUO Li-sha 1, JIANG Ming-jing 2, 3 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The analytical solutions are presented for the sequential excavation of the tunnel with any shape in viscoelastic rock subjected to anisotropic stress conditions. The complex variable method and the Laplace transformatio...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Analytical study on exit gradient at base aquitard of deep excavations under dynamic artesian water
Artículo
Acceso abierto Artículo DOAJ
ZHANG Li-sha 1, 2, YING Hong-wei 1,2, XIE Kang-he 1, 2, WANG Xiao-gang 1, 2, ZHU Cheng-wei 1, 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Based on one - dimensional leaky model for base aquitard of deep excavations, analytical solutions for the excess pore water pressure induced by variation of artesian water head and the corresponding exit gradients in th...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access