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Ricerca accademica
Geotechnical Engineering: Techniques and Methods
Libro elettronico
Libro elettronico
Geotechnical Engineering: Techniques and Methods
Torrijo Echarri, Francisco Javier; Cobos Campos, Guillermo; Garzón Roca, Julio · Editorial de la Universidad Politécnica de Valencia · 2020 · ISBN 9788490489123
Infrastructures and buildings are built on a material that is heterogeneous in nature and whose properties are imposed by its origin: the ground. Soil or rock, the ground plays an important role in the cost and viability...
Idioma Inglés
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Material complementario
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Shallow and Deep Foundations in Geotechnical Engineering
Libro elettronico
Libro elettronico
Shallow and Deep Foundations in Geotechnical Engineering
Torrijo Echarri, Francisco Javier; Garzón Roca, Julio · Editorial de la Universidad Politécnica de Valencia · 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...
Idioma Inglés
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Journal of Rock Mechanics and Geotechnical Engineering
Articolo
Articolo
Journal of Rock Mechanics and Geotechnical Engineering
Elsevier; Netherlands · ISSN 1674-7755
Materie / parole chiave: 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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Evaluation of soft soil engineering characteristics of Sanya New Airport from CPTU data
Articolo
Articolo
Evaluation of soft soil engineering characteristics of Sanya New Airport from CPTU data
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 Inglés
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Review of T-bar full-flow penetration testing in offshore engineering
Articolo
Articolo
Review of T-bar full-flow penetration testing in offshore engineering
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 Inglés
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Field tests on the effects of diameter of drill pipe on number N of SPT
Articolo
Articolo
Field tests on the effects of diameter of drill pipe on number N of SPT
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 Inglés
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Large-scale field tests on blast-induced liquefaction in saturated sand
Articolo
Articolo
Large-scale field tests on blast-induced liquefaction in saturated sand
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 Inglés
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Refinement and application of variable particle-size methods in 3D discrete element modelling for large-scale problems
Articolo
Articolo
Refinement and application of variable particle-size methods in 3D discrete element modelling for large-scale problems
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 Inglés
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Microstructure evolution of collapsibility of thick loess treated with DDC piles: an in-situ experimental study
Articolo
Articolo
Microstructure evolution of collapsibility of thick loess treated with DDC piles: an in-situ experimental study
Zhiyong Zhou et al · Frontiers Media S.A · 2026 · ISSN 2297-3362
Downhole Dynamic Compaction (DDC) piles are the most widely used technique for the mitigation of loess foundation collapsibility. While previous studies have extensively verified their macro-mechanical improvement perfor...
LCC LCC:Engineering (General). Civil engineering (General); TENDOkNpdHkgcGxhbm5pbmc~Idioma Inglés
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Experimental approach for strength of ultra-soft clay by using rheometer
Articolo
Articolo
Experimental approach for strength of ultra-soft clay by using rheometer
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 Inglés
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Field tests on response of excess pore water pressures of liquefaction resistant rigid-drainage pile
Articolo
Articolo
Field tests on response of excess pore water pressures of liquefaction resistant rigid-drainage pile
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 Inglés
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Changes in permeability and microstructure of sand during reinforcement with polyurethane resin
Articolo
Articolo
Changes in permeability and microstructure of sand during reinforcement with polyurethane resin
Tatiana V. Shilova et al · OOO "CNT «NanoStroitelstvo» · 2026 · ISSN 2075-8545
Introduction. In complex geotechnical conditions during construction and operation of engineering structures, polyurethane compositions are used to strengthen loose soils. Analysis of current research has shown that th...
LCC TENDOkJ1aWxkaW5nIGNvbnN0cnVjdGlvbg~~Idioma Inglés
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Microstructure-informed constitutive modeling of granular media under multidirectional loading: From particle-scale to continuum
Articolo
Articolo
Microstructure-informed constitutive modeling of granular media under multidirectional loading: From particle-scale to continuum
Nazanin Irani et al · Nature Portfolio · 2026 · ISSN 2731-3395
Abstract Simulating the response of granular materials under realistic loading scenarios is essential for ensuring the reliability of geotechnical infrastructure. This task is particularly challenging because natural soi...
LCC LCC:Engineering (General). Civil engineering (General)Idioma Inglés
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Stability Evaluation of Granite Residual Soil Slopes Using an Improved G1-EWM Combined Weighting Cloud Model
Articolo
Articolo
Stability Evaluation of Granite Residual Soil Slopes Using an Improved G1-EWM Combined Weighting Cloud Model
Longfei Jiang et al · Wiley · 2026 · ISSN 1687-8094
Granite residual soil (GRS) slopes are widely distributed in the humid and rainy regions around the world. Due to their unique mineral and pore composition, these soils exhibit a loose structure and are prone to softenin...
LCC LCC:Engineering (General). Civil engineering (General)Idioma Inglés
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International Journal of Geo-Engineering
Articolo
Articolo
International Journal of Geo-Engineering
SpringerOpen; Korea, Republic of · ISSN 2092-9196
Materie / parole chiave: geotechnical engineering & applied earth sciences, civil engineering, geoengineering; foundations; hydraulics; Technology: Hydraulic engineering
Idioma English
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Geotecnia
Articolo
Articolo
Geotecnia
Universidade de Coimbra; Portugal · ISSN 0379-9522
Materie / parole chiave: geotechnical engineering, soil mechanics, rock mechanics, geosynthetics, environmental geotechnics, engineering geology; Science: Geology; Technology: Engineering (General). Civil engineering (General): Engineering geolo...
Idioma Spanish, Portuguese
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Contribuciones de AGGO a la materialización del sistema de referencia geodésico global /
Libro
Libro
Contribuciones de AGGO a la materialización del sistema de referencia geodésico global /
Brunini, Claudio · Eudeba · 2023 · ISBN 9789502333274
Materie / parole chiave: Geodesy; Geographical information systems; Geotechnical engineering
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Geoingeniería :
Libro
Libro
Geoingeniería :
Villegas Betancourt, Alberto · Escuela Colombiana de Ingeniería Julio Garavito Editorial · 2023 · ISBN 9789588726502
Materie / parole chiave: Engineering geology; Geotechnical engineering; Geology; Soil mechanics
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Institucional
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Long-Term Storage Capacity of Reservoirs
Articolo
Articolo
Long-Term Storage Capacity of Reservoirs
H. E. Hurst · Transactions of the American Society of Civil Engineers · 1951
A solution of the problem of determining the reservoir storage required on a given stream, to guarantee a given draft, is presented in this paper. For example, if a long-time record of annual total discharges from the st...
Idioma Inglés
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Pubblicazione seriale

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

ISSN: 10004548 · Editore / fonte: Editorial Office of Chinese Journal of Geotechnical Engineering

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