Works matching DE "BEARING capacity of soils"
Results: 1727
Interpretation of geotechnical risk maps for Malatya province in terms of earthquake sequence on February 6, 2023.
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- Environmental Earth Sciences, 2025, v. 84, n. 3, p. 1, doi. 10.1007/s12665-025-12099-2
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Unified Interaction Diagrams for Footing Design: A set of tools are provided for rapid evaluation of bearing pressures.
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- Concrete International, 2019, v. 41, n. 7, p. 38
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Field test study on dynamic compaction in treatment of a deep collapsible loess foundation.
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- Bulletin of Engineering Geology & the Environment, 2021, v. 80, n. 10, p. 8059, doi. 10.1007/s10064-021-02343-x
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A practical reliability assessment approach and its application for pile-stabilized slopes using FORM and support vector machine.
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- Bulletin of Engineering Geology & the Environment, 2021, v. 80, n. 8, p. 6513, doi. 10.1007/s10064-021-02312-4
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Experimental study on ring shear properties of fiber-reinforced loess.
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- Bulletin of Engineering Geology & the Environment, 2021, v. 80, n. 6, p. 5021, doi. 10.1007/s10064-021-02243-0
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Numerical study of single helical piles and helical pile groups under compressive loading in cohesive and cohesionless soils.
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- Bulletin of Engineering Geology & the Environment, 2021, v. 80, n. 5, p. 4001, doi. 10.1007/s10064-021-02158-w
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Failure modes and ultimate bearing capacity of the isolated stone column in soft soil.
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- Bulletin of Engineering Geology & the Environment, 2021, v. 80, n. 3, p. 2629, doi. 10.1007/s10064-020-02066-5
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Comparative investigation on deformation monitoring and numerical simulation of the deepest excavation in Beijing.
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- Bulletin of Engineering Geology & the Environment, 2021, v. 80, n. 2, p. 1233, doi. 10.1007/s10064-020-02019-y
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Investigating pile anchor support system for deep foundation pit in a congested area of Changchun.
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- Bulletin of Engineering Geology & the Environment, 2021, v. 80, n. 2, p. 1125, doi. 10.1007/s10064-020-01985-7
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Field tests of micro screw anchor piles under different loading conditions at three soil sites.
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- Bulletin of Engineering Geology & the Environment, 2021, v. 80, n. 1, p. 127, doi. 10.1007/s10064-020-01956-y
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Evaluation on the behavior and contributing factors of subsidence in the intersection area of Expwy 78 and Taiwan High Speed Rail based on in situ monitoring and numerical simulations.
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- Bulletin of Engineering Geology & the Environment, 2020, v. 79, n. 6, p. 2971, doi. 10.1007/s10064-020-01757-3
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System reliability analysis of soil nail wall using random finite element method.
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- Bulletin of Engineering Geology & the Environment, 2020, v. 79, n. 6, p. 2777, doi. 10.1007/s10064-020-01740-y
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- Article
Analyse numérique et expérimentale du comportement des ouvrages fondés sur un sol mou renforcé par des colonnes ballastées flottantes.
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- Bulletin of Engineering Geology & the Environment, 2020, v. 79, n. 5, p. 2721, doi. 10.1007/s10064-019-01689-7
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Investigating the post-mining subsidence and the long-term stability of old mining excavations: case of Cow Pasture Limestone Mine, West Midlands, UK.
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- Bulletin of Engineering Geology & the Environment, 2020, v. 79, n. 1, p. 225, doi. 10.1007/s10064-019-01575-2
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Jacking penetration resistance and mechanical characteristics of bucket foundations in sand.
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- Bulletin of Engineering Geology & the Environment, 2020, v. 79, n. 1, p. 1, doi. 10.1007/s10064-019-01552-9
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Reliability analysis of unsaturated soil slope stability under infiltration considering hydraulic and shear strength parameters.
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- Bulletin of Engineering Geology & the Environment, 2019, v. 78, n. 8, p. 5727, doi. 10.1007/s10064-019-01513-2
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Correlations of SPT, CPT and pressuremeter test data in alluvial soils. Case study: Tabriz Metro Line 2, Iran.
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- Bulletin of Engineering Geology & the Environment, 2019, v. 78, n. 7, p. 5067, doi. 10.1007/s10064-018-01456-0
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Evaluation of plate loading tests on some rock formations for assessing the ground bearing capacity.
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- Bulletin of Engineering Geology & the Environment, 2013, v. 72, n. 1, p. 131, doi. 10.1007/s10064-013-0462-y
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- Article
Bearing capacity of single pile and in-flight T-bar penetration for centrifuge modeling of land subsidence caused by the interaction of high-rise buildings.
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- Bulletin of Engineering Geology & the Environment, 2012, v. 71, n. 3, p. 579, doi. 10.1007/s10064-012-0427-6
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- Article
Proximity Porosity and Crystallinity Analysis as Clay/Nickel Slag Characteristics for Material Stabilization Application.
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- Trends in Sciences, 2024, v. 21, n. 8, p. 1, doi. 10.48048/tis.2024.7970
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Fault gouge dating: history and evolution.
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- Clay Minerals, 2018, v. 53, n. 3, p. 305, doi. 10.1180/clm.2018.22
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Deformation as a process to transform shape and volume of protective structures of the development mine workings during coal-rock mass off-loading.
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- Mining of Mineral Deposits, 2023, v. 17, n. 4, p. 1, doi. 10.33271/mining17.04.001
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- Article
Towers on the Earthen Foundation: New Insights by the Excavation and Boring Survey at the Bayon Temple.
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- Heritage (2571-9408), 2021, v. 4, n. 4, p. 2835, doi. 10.3390/heritage4040159
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某深基坑开挖对邻近既有盾构隧道影响实测分析.
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- Hazard Control in Tunnelling & Underground Engineering, 2022, v. 4, n. 1, p. 86, doi. 10.19952/j.cnki.2096-5052.2022.01.11
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桩侧注浆提升粉质黏土地层既有 桩基承载力试验研究.
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- Hazard Control in Tunnelling & Underground Engineering, 2022, v. 4, n. 1, p. 38, doi. 10.19952/j.cnki.2096-5052.2022.01.05
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- Article
ПОВЫШЕНИЕ ЭКОЛОГИЧЕСКОЙ БЕЗОПАСНОСТИ ПУТЕМ МОДЕЛИРОВАНИЯ УСТОЙЧИВОСТИ ДАМБ
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- News of Kazakhstan Science / Novosti nauki Kazahstana, 2019, n. 4, p. 215
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- Article
DERİN ZEMİN KARIŞTIRMA YÖNTEMİNDE NİHAİ TAŞIMA GÜCÜNÜN BELİRLENMESİ.
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- SDU Journal of Engineering Sciences & Design / Mühendislik Bilimleri ve Tasarım Dergisi, 2023, v. 11, n. 1, p. 184, doi. 10.21923/jesd.1125679
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A VERIFICATION ANALYSIS FOR PILES IN LIQUEFIABLE SOIL.
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- SDU Journal of Engineering Sciences & Design / Mühendislik Bilimleri ve Tasarım Dergisi, 2020, v. 8, n. 3, p. 712, doi. 10.21923/jesd.718144
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TEMEL OTURMA HESAPLARINDA GELENEKSEL YÖNTEM VE SONLU ELEMANLAR YÖNTEMİNİN KARŞILAŞTIRILMASI.
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- SDU Journal of Engineering Sciences & Design / Mühendislik Bilimleri ve Tasarım Dergisi, 2019, v. 7, n. 1, p. 136, doi. 10.21923/jesd.425647
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- Article
A Review To Study The Performance Of A Ring Foundation Resting On Gypseous Soil.
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- Association of Arab Universities Journal of Engineering Sciences (JAARU), 2023, v. 30, n. 1, p. 22, doi. 10.33261/jaaru.2023.30.1.003
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The performance Evaluation of Skirted Foundation: A Review Study.
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- Association of Arab Universities Journal of Engineering Sciences (JAARU), 2023, v. 30, n. 1, p. 30, doi. 10.33261/jaaru.2023.30.1.004
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Soil microbial diversity and functional capacity associated with the production of edible mushroom Stropharia rugosoannulata in croplands.
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- PeerJ, 2022, p. 1, doi. 10.7717/peerj.14130
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- Article
INFLUENCE OF PARTICLE SIZE INDEX ON SHEAR PROPERTIES OF COHESIONLESS SOILS ADMIXTURE WITH FLY ASH BINDER.
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- Journal of GeoEngineering, 2023, v. 18, n. 2, p. 45, doi. 10.6310/jog.202306_18(2).1
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- Article
VERTICAL DYNAMIC IMPEDANCE FOR VIBRATIONS ISOLATION OF FOUNDATIONS USING IN-FILLED TRENCHES.
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- Journal of GeoEngineering, 2023, v. 18, n. 2, p. 71, doi. 10.6310/jog.202306_18(2).3
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- Article
NUMERICAL ANALYSIS OF SHAPE AND DEPTH FACTORS OF PERFECTLY ROUGH OR SMOOTH SHALLOW FOOTINGS ON AN INHOMOGENEOUS SINGLE LAYER OR INTERFACE OF TWO-LAYERED COHESIVE SOILS.
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- Journal of GeoEngineering, 2023, v. 18, n. 2, p. 59, doi. 10.6310/jog.202306_18(2).2
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PERFORMANCE OF GEOTECHNICAL SYSTEMS UNDER EXTREME HYDROCLIMATIC EVENTS USING A NEW USER-DEFINED SOIL MODEL IN PLAXIS.
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- Journal of GeoEngineering, 2023, v. 18, n. 1, p. 21, doi. 10.6310/jog.202303_18(1).3
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- Article
CALIFORNIA BEARING RATIO TEST ON REINFORCED CLAY UNDER AS-COMPACTED AND SOAKED CONDITIONS.
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- Journal of GeoEngineering, 2022, v. 17, n. 2, p. 73, doi. 10.6310/jog.202206_17(2).2
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- Article
MODELING OF SETTLEMENT AND BEARING CAPACITY OF SHALLOW FOUNDATIONS IN OVERCONSOLIDATED CLAYS.
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- Journal of GeoEngineering, 2022, v. 17, n. 1, p. 1, doi. 10.6310/jog.202203_17(1).1
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FINITE ELEMENT ANALYSES OF GEOSYNTHETIC-REINFORCED SOIL GROUND UNDER SURCHARGE AND PROBABILISTIC ESTIMATION OF THE BEARING CAPACITY.
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- Journal of GeoEngineering, 2021, v. 16, n. 3, p. 99, doi. 10.6310/jog.202109_16(3).3
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- Article
APPLICATION OF POST-GROUTING IN BRIDGE FOUNDATION REINFORCEMENT: A CASE STUDY.
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- Journal of GeoEngineering, 2019, v. 14, n. 3, p. 155, doi. 10.6310/jog.201909_14(3).4
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- Article
RE-PENETRATION OF A SPUDCAN ON SAND NEAR AN EXISTING FOOTPRINT.
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- Journal of GeoEngineering, 2019, v. 14, n. 3, p. 141, doi. 10.6310/jog.201909_14(3).3
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AN IMPROVEMENT IN THE DETERMINATION OF END BEARING CAPACITY OF DRILLED SHAFTS IN SAND.
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- Journal of GeoEngineering, 2019, v. 14, n. 2, p. 109, doi. 10.6310/jog.201906_14(2).6
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IMPROVING THE STRENGTH OF NON-HOMOGENOUS SOILS USING THE STONE COLUMN TECHNIQUE.
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- Journal of GeoEngineering, 2017, v. 12, n. 4, p. 157, doi. 10.6310/jog.2017.12(4).3
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Inverse Method: Deep Foundation Pit Construction.
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- Geotechnical Engineering (00465828), 2022, v. 53, n. 4, p. 9
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- Article
Behaviour of Foundation Rested on Finite Saturated Salt-Encrusted Flat Soil (Sabkha) Improved by Cement Addition under Repeated Loading.
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- Geotechnical Engineering (00465828), 2022, v. 53, n. 2, p. 1
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- Article
Load-Settlement Behaviour of Geotextile-Based Geocell Reinforced Sand Bed.
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- Geotechnical Engineering (00465828), 2022, v. 53, n. 1, p. 11
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- Article
Performance of Helix Piled Raft Foundation in Tropical Fibrous Peat Soil Under Traffic Loads.
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- Geotechnical Engineering (00465828), 2021, v. 52, n. 1, p. 43
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- Article
Effects of Cyclic Behaviour during Pile Penetration on Pile Performance in Model Load Tests.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 150
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- Article
The Behaviour of Pile Group and Combined Piled-Raft Foundation in Liquefiable Soil under Seismic Conditions.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 130
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BEM and FEM Approaches to the Analysis of Negative Skin Friction on Piles.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 103
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- Article