Titlebook: Advances in Reinforced Soil Structures; Proceedings of the 1 Sanjay Kumar Shukla,Erol Guler Conference proceedings 2018 The Editor(s) (if a

Daidzein

書(shū)目名稱Advances in Reinforced Soil Structures影響因子(影響力)




書(shū)目名稱Advances in Reinforced Soil Structures影響因子(影響力)學(xué)科排名




書(shū)目名稱Advances in Reinforced Soil Structures網(wǎng)絡(luò)公開(kāi)度




書(shū)目名稱Advances in Reinforced Soil Structures網(wǎng)絡(luò)公開(kāi)度學(xué)科排名




書(shū)目名稱Advances in Reinforced Soil Structures被引頻次




書(shū)目名稱Advances in Reinforced Soil Structures被引頻次學(xué)科排名




書(shū)目名稱Advances in Reinforced Soil Structures年度引用




書(shū)目名稱Advances in Reinforced Soil Structures年度引用學(xué)科排名




書(shū)目名稱Advances in Reinforced Soil Structures讀者反饋




書(shū)目名稱Advances in Reinforced Soil Structures讀者反饋學(xué)科排名

圓木可阻礙

Consideration of Geosynthetic Tension in Interpretation of Data from Inclined Plane Tests,ndardized procedure proposed by the European standard (EN ISO 12957-2 .) for the determination of geosynthetic interface friction properties has been proven by many recent researches available in the literature..These researches demonstrated the need for revising the standard displacement procedure

connoisseur

Stress-Strain Behaviour of Sand with Disc Plate Shaped Reinforcement, horizontal layers. The percentages of reinforcement used were 5%, 4%, 2%, 1% and 0.5%. The solid plates were placed horizontally in five layers in all the tests. Again the triaxial compression tests were repeated by using the perforated circular aluminium plates as horizontal reinforcement instead

ADORN

Swelling and Shrinkage Behaviour of Expansive Soil Blended with Lime and Fibres,they absorb water and shrink when water evaporates from them during the summer season. Because of this dual swell-shrink behaviour, an expansive soil causes severe distress to many civil engineering structures. Several mitigating techniques are adopted to counteract the problems posed by the expansi

Canyon

Mingle

Comparison of Geotextile-Reinforced and Geogrid-Reinforced Flexible Pavements by Numerical Analysesd building material. Their use provides excellent economic alternatives to conventional solutions to many engineering problems. Therefore, students and practicing engineers need exposure to the fundamentals of geosynthetics as a building material. The Geosynthetics is a generic term for all syntheti

使成核

Study on Square Footing Resting on Prestressed Geotextile Reinforced Sand, size 120?cm?×?50?cm?×?50?cm and square footing of size 10?cm are used. The effect of reinforcement with geotextile of sizes 20?cm?×?20?cm, 30?cm?×?30?cm and 40?cm?×?40?cm below footing at different depth of placement were studies through a series of laboratory model tests. The effects of prestressi

sclera

Numerical Studies on Ground Improvement Using Geosynthetic Reinforced Sand Layer,onstruction of deep foundations or use of ground improvement techniques. Soil reinforcement is a popular and widely used ground improvement technique. Shallow foundations resting on geosynthetics reinforced sand layer is a cost effective and feasible construction technique. Since the geosynthetics a

古老

Antagonist

Soft Soil Improvement with Conventional and Geogrid-Encased Stone Piles Under an Embankment, technique have been utilized in soft soil to increase the bearing capacity and accelerates the consolidation. To improve the reinforcement and the drainage functions of the stone piles, the geosynthetic are used as encasement. In the current research, a case history of an embankment constructed on