International Journal of Geosciences

International Journal of Geosciences

ISSN Print: 2156-8359
ISSN Online: 2156-8367
www.scirp.org/journal/ijg
E-mail: ijg@scirp.org
"Geotechnical Properties of Problematic Soils Emphasis on Collapsible Cases"
written by Mohsen Rezaei, Rasoul Ajalloeian, Mohammad Ghafoori,
published by International Journal of Geosciences, Vol.3 No.1, 2012
has been cited by the following article(s):
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[3] Prediction of Soil Expansivity with Direct and Indirect Method in Banten Region, Indonesia
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[4] A comprehensive study on soil parameters influencing collapsibility of loess through data analysis
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[5] Geospatial assessment of variations in the heavy metals and pesticides concentration in the agricultural environment of Kasaragod District, Kerala, India
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[6] Utilization of Ionic Organic Polymer to Improve Performance and Properties of Problematic Soils
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[7] Stabilization of residual collapsible soil using hydrated lime
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[8] Assessment of the Impact of Inundation on the Strength of a Lateritic and Collapsible Soil
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[9] Investigating the impact of travertine powder on strength and permeability of swelling clay
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[10] A review of the identification methods and types of collapsible soils
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[11] Parameters Controlling Strength, Stiffness and Durability of a Fibre-Reinforced Clay
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[12] Three dimensional finite element analyses of ground settlement and structural damage caused by irrigation of desert landscapes overlying collapsible soil strata
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[13] Recycling of Construction Waste Concrete as a Stabilizer for Gypseous Soils
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[14] The Effect of the Grain-Size Distribution on Expansion and Collapse Behavior of Expansive Soils and Their Implications
Lopez, T Lopez-Lara… - International Journal of …, 2022
[15] A simple laboratory method to simulate calcite-bonded loose-structured soil samples for collapsibility study
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[16] Residual Strength Parameter Method for Slope stability on a Toll Road with Expansive Clay
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[17] Mineralogy of Loess in Southern European Russia: X-Ray Diffraction Data
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[18] Water Volume Change Due to Wetting of Unsaturated Gypseous Sand Using Modified Oedometer
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[19] The effect of pH and electrical conductivity of the soaking fluid on the collapse of a silty clay
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[20] The utilization of waste rubber tire powder to improve the mechanical properties of cement-clay composites
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[21] Egyptian Collapsible Soils, Case Study-Region Affected by Varying Moisture Content
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[22] Recycling of construction and demolition gypsum wastes as stabilizer of soft clay soil and effects of drying-rewetting frequency on the treated soil stability
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[23] پتانسیل واگرایی خاک کانال‌های آبیاری در مناطق خشک و نیمه‌خشک با اثربخشی امواج الکترومغناطیسی در روش شیمیایی: مطالعۀ موردی خوزستان‎
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[24] Continuous Contour Trench (CCT): Understandings of hydrological processes after standardisation of dimensions and development of a user-friendly software
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[25] Use of Cement Kiln Dust for Improving the Geotechnical Properties of Collapsible Soils
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[26] EXPERIMENTAL STUDY ON STRENGTH PERFORMANCE OF SOIL REINFORCED WITH COCONUT FIBRE FOR PANCHOR–MUAR ROAD
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[27] A Review of Collapsible Soils Behavior and Prediction
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[28] A review of slopes stability challenges and neighbour buildings
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[29] DETERMINATION OF THE COLLAPSE POTENTIAL OF SABKHA SOIL AND DUNE SAND ARID SURFACE SOIL DEPOSITS IN KUWAIT
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[30] Friction characteristics of clayey soil with deep mixing column material
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[31] Infrastructure Damage Due to Dewatering Without Considering Land Use History
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[32] Characterization of collapsible soils due to saturation (Dept. C (structural))
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[33] Geotechnical properties of gypseous soil contaminated with crude oil
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[34] BEARING CAPACITY AND COMPRESSIBILITY ON IMPROVED LOESS BY COMPACTION AND CEMENT ADMIXTURE
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[35] Vertical and Inclined Lime Injected Piles Under Footing Resting on Collapsing Soil
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[36] Effect of Pore fluid pH on Collapse Behavior and Microstructural Evolution of Loess Collected from Okanagan-Thompson Region of Canada
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[37] Engineering Characterization of Subgrade Soils of Jimma Town, Ethiopia, for Roadway Design
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[38] Stabilization of problematic soil by utilizing cementitious materials
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[39] Fly ash based geopolymer stabilisation of silty clay/blast furnace slag for subgrade applications
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[40] Laboratory simulation and finite element analysis of irrigation-induced settlements of built environment overlying collapsible soil strata in United Arab Emirates
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[41] Some Geotechnical Properties of Soils Around Eziobodo, Imo State, Southeastern Nigeria
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[42] Laboratory investigation of black cotton soils sampled from Gaborone-Boatle road site in Botswana
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[43] Assessment of the Geotechnical Behavior of Collapsible Soils: A Case Study of the Mohammad-Abad Railway Station Soil in Semnan
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[44] INVESTIGATING THE EFFECTIVENESS OF RICE HUSK ASH AS STABILIZING AGENT OF EXPANSIVE SOIL
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[45] Three-dimensional finite element analyses of ground settlement and structural damage caused by irrigation of desert landscapes overlying collapsible soil strata
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[46] РЕНТГЕННОСТРУКТУРНЫЕ ИССЛЕДОВАНИЯ МИНЕРАЛОГИИ ЛЁССОВЫХ ПОРОД ЕВРОПЕЙСКОЙ ЧАСТИ ЮГА РОССИИ
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[47] Laboratory simulation of the influence of groundwater rise and drip irrigation on the settlement of a sample of collapsible desert soil
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[48] Soft Soil Stabilisation Using a Novel Blended Cementitious Binder Produced From Waste Fly Ashes
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[49] Practical Engineering behavior of Egyptian Collapsible Soils, Laboratory and in-situ experimental study
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[50] Laboratory simulation of irrigation-induced settlement of collapsible desert soils under constant surcharge
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[51] Evaluating Community-based (CB) Gully Erosion (GE) Disaster Management at Amuzukwu for Sustainable Geotechnics
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[52] 3. Effect of Pre-drying Methods on Atterberg Limits of Residual
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[53] Oedometer Based Study on Collapse Potential of Cement Admixed Loess Soil
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[54] Determination of collapse potential of gypseous soil from field and laboratory tests
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[55] A review on testing of collapsible soils
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[56] Controlling Collapsibility Potential by Partial Soil Replacement
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[57] Geotechnical case studies: emphasis on collapsible soil cases
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[58] Behavior of a Simulated Collapsible Soil Modified with XPS-Cement Mixtures
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[59] Problematic Soil and Ground Improvement Techniques
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[60] UNIVERSITY OF TECHNOLOGY SYDN
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[61] Wetting and drying collapse behaviour of collapsible gypseous soils treated by grouting
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[62] Geotechnical Susceptibility Constraints on Seismicity of Karewa Group and Its Implication in Quaternary Earthquakes Around Kashmir Valley, India
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[63] Performance of partially replaced collapsible soil–Field study
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[64] Laboratory Modelling of Soil Collapsibility
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[65] SUBGRADE IMPROVEMENT USING EMULSIFIED ASPHALT FOR PAVEMENT DESIGN
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[66] EFFECT 0F SOIL REPLACEMENT ON COLLAPSIBILITY OF FOOTING RESTING ON CALCAREOUS SAND-A PROTOTYPE STUDY
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[67] Effect of Soil Replacement on Collapsibility of Footing Resting on Calcareous Sand-A Prototype Study
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[68] Foundations on collapsible soils: a review
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