The effect of humic acid in composition with polyacrylamide copolymers on wind and water soil erosion. [PDF]
Sci RepBekturganova NY, Mirzaeian M.
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Mechanistic and comparative laboratory assessment of lime dosage and uniaxial geogrid on the strength and durability of classified lateritic subgrade. [PDF]
Sci RepImoh UU +3 more
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Pressure-Dependent Meso-Scale Evolution of Dispersed Foam and Field-Application Clogging Mitigation Strategies for EPB Shield Tunnelling Through Highly Cohesive Clay. [PDF]
Materials (Basel)Zhao S, Peng K, Bai J.
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Sustainable Pavement Materials: Design, Application, and Performance Evaluation. [PDF]
Materials (Basel)Chen J.
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Bearing capacity improvement of medium clay soil using sodium silicate sand columns. [PDF]
Sci RepJahanger ZK +3 more
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Performance analysis of geotextile-encased stone columns using a simplified analytical approach. [PDF]
Sci RepRahman N, Rokonuzzaman M, Rahman A.
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LIME STABILIZED MALAYSIAN COHESIVE SOILS
Malaysian Journal of Civil Engineering, 2018This paper highlights the essential tests for assessing the suitability of lime forstabilizing soils and typical changes in soil characteristics due to modification and stabilizationprocesses with respect to mineralogical influences. The reasoning behind
K. Kassim, K. Chern
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Analytical model for the design of piled embankments considering cohesive soils
Geosynthetics International, 2021Geosynthetic-reinforced and pile-supported (GRPS) systems already proved their good performance to support embankments constructed over soft soil.
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Effect of saline intrusion on the properties of cohesive soils in the Red River Delta, Vietnam
Marine georesources & geotechnology, 2020This study conducted a series of laboratory experiments and established numerical models on selected undisturbed soil samples in the Red River Delta (RRD) to determine the effect of change in soils intruded by saline water. The variation in the technical
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Effect of Freezing on Stress–Strain Characteristics of Granular and Cohesive Soils
, 2020To investigate the stress–strain behavior of frozen soils, a program of triaxial compression tests was designed and carried out on samples of unfrozen and frozen cohesive (CL) and granular...
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